SELECTION OF PAPERS ON OPENSEES

EOS reports a list of the last papers on OpenSEES

In the last years, more than 1500 papers were published on OpenSEES. In this Section, EOS is providing a large selection of papers on OpenSEES.

  • Number of papers on SCOPUS per year
  • Number of papers on SCOPUS per country
  • Number of papers on SCOPUS of the first 20 most productive universities

SELECTION OF PAPERS

2019

  • [DOI] Jovanović, D. Žarković, V. Vukobratović, and Z. Brujić, “Hysteresis model for beam-to-column connections of steel storage racks,” Thin-walled structures, vol. 142, pp. 189-204, 2019.
    [Bibtex]
    @ARTICLE{Jovanovic2019189,
    author={Jovanović and Žarković, D. and Vukobratović, V. and Brujić, Z.},
    title={Hysteresis model for beam-to-column connections of steel storage racks},
    journal={Thin-Walled Structures},
    year={2019},
    volume={142},
    pages={189-204},
    doi={10.1016/j.tws.2019.04.056},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065663608&doi=10.1016%2fj.tws.2019.04.056&partnerID=40&md5=e470cfecd9ac56364eaaece971489e4f},
    affiliation={Faculty of Technical Sciences, University of Novi Sad, Department of Civil Engineering and Geodesy, Trg Dositeja Obradovića 6, Novi Sad, 21000, Serbia},
    }
  • [DOI] J. Wang, H. Zhao, and J. He, “Seismic behaviors and resilient capacity of cfrp-confined concrete columns with partially debonded high-strength steel rebars,” Composite structures, vol. 222, 2019.
    [Bibtex]
    @ARTICLE{Wang2019,
    author={Wang, J. and Zhao, H. and He, J.},
    title={Seismic behaviors and resilient capacity of CFRP-confined concrete columns with partially debonded high-strength steel rebars},
    journal={Composite Structures},
    year={2019},
    volume={222},
    doi={10.1016/j.compstruct.2019.110912},
    art_number={110912},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065104731&doi=10.1016%2fj.compstruct.2019.110912&partnerID=40&md5=7c693238db0528d3a15c7fc83d6ab2ea},
    affiliation={College of Civil Engineering, Nanjing Tech University, Nanjing, Jiangsu Province, China; State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, Sichuan Province, China},
    }
  • [DOI] K. R. Mackie and M. H. Scott, “Implementation of nonlinear elements for seismic response analysis of bridges,” Practice periodical on structural design and construction, vol. 24, iss. 3, 2019.
    [Bibtex]
    @ARTICLE{Mackie2019,
    author={Mackie, K.R. and Scott, M.H.},
    title={Implementation of Nonlinear Elements for Seismic Response Analysis of Bridges},
    journal={Practice Periodical on Structural Design and Construction},
    year={2019},
    volume={24},
    number={3},
    doi={10.1061/(ASCE)SC.1943-5576.0000420},
    art_number={04019011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065340634&doi=10.1061%2f%28ASCE%29SC.1943-5576.0000420&partnerID=40&md5=652e0db5f667ad6653281d55ffd4b6b4},
    affiliation={Dept. of Civil and Environmental Engineering, Univ. of Central Florida, Orlando, FL 32816-2450, United States; School of Civil and Construction Engineering, Oregon State Univ, Corvallis, OR 97331, United States},
    }
  • [DOI] X. Zhai, X. Zhang, C. Cao, and W. Hu, “Study on seismic performance of precast fabricated rc shear wall with opening filling,” Construction and building materials, vol. 214, pp. 539-556, 2019.
    [Bibtex]
    @ARTICLE{Zhai2019539,
    author={Zhai, X. and Zhang, X. and Cao, C. and Hu, W.},
    title={Study on seismic performance of precast fabricated RC shear wall with opening filling},
    journal={Construction and Building Materials},
    year={2019},
    volume={214},
    pages={539-556},
    doi={10.1016/j.conbuildmat.2019.04.070},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85064557325&doi=10.1016%2fj.conbuildmat.2019.04.070&partnerID=40&md5=84276107a8560c5821a515803cdf7770},
    affiliation={Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin, 150090, China; Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry, Information Technology, Harbin Institute of Technology, Harbin, 150090, China},
    }
  • [DOI] A. Silva, J. M. Castro, and R. Monteiro, “Practical considerations on the design of concentrically-braced steel frames to eurocode 8,” Journal of constructional steel research, vol. 158, pp. 71-85, 2019.
    [Bibtex]
    @ARTICLE{Silva201971,
    author={Silva, A. and Castro, J.M. and Monteiro, R.},
    title={Practical considerations on the design of concentrically-braced steel frames to Eurocode 8},
    journal={Journal of Constructional Steel Research},
    year={2019},
    volume={158},
    pages={71-85},
    doi={10.1016/j.jcsr.2019.03.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063047340&doi=10.1016%2fj.jcsr.2019.03.011&partnerID=40&md5=e5f77e4c427c36ada229d928cf13eed9},
    affiliation={Scuola Universitaria Superiore IUSS Pavia, Pavia, Italy; Faculty of Engineering, University of Porto, Porto, Portugal},
    }
  • [DOI] W. Zhuo, T. Tong, and Z. Liu, “Analytical pushover method and hysteretic modeling of precast segmental bridge piers with high-strength bars based on cyclic loading test,” Journal of structural engineering (united states), vol. 145, iss. 7, 2019.
    [Bibtex]
    @ARTICLE{Zhuo2019,
    author={Zhuo, W. and Tong, T. and Liu, Z.},
    title={Analytical Pushover Method and Hysteretic Modeling of Precast Segmental Bridge Piers with High-Strength Bars Based on Cyclic Loading Test},
    journal={Journal of Structural Engineering (United States)},
    year={2019},
    volume={145},
    number={7},
    doi={10.1061/(ASCE)ST.1943-541X.0002318},
    art_number={04019050},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065230361&doi=10.1061%2f%28ASCE%29ST.1943-541X.0002318&partnerID=40&md5=f14d320d70d9d1fa58c6a9ea35064292},
    affiliation={School of Civil Engineering, Southeast Univ., Nanjing, 210018, China},
    }
  • [DOI] Y. Yang, Y. Xue, N. Wang, and Y. Yu, “Experimental and numerical study on seismic performance of deficient interior rc joints retrofitted with prestressed high-strength steel strips,” Engineering structures, vol. 190, pp. 306-318, 2019.
    [Bibtex]
    @ARTICLE{Yang2019306,
    author={Yang, Y. and Xue, Y. and Wang, N. and Yu, Y.},
    title={Experimental and numerical study on seismic performance of deficient interior RC joints retrofitted with prestressed high-strength steel strips},
    journal={Engineering Structures},
    year={2019},
    volume={190},
    pages={306-318},
    doi={10.1016/j.engstruct.2019.03.096},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85064262647&doi=10.1016%2fj.engstruct.2019.03.096&partnerID=40&md5=014aba27d07ebe6a0605bc76fdb371b0},
    affiliation={School of Civil Engineering, Xi'an University of Architecture and TechnologyShaanxi, China; School of Natural and Built Environment, Queen's University BelfastNorthern Ireland, United Kingdom; Sichuan Provincial Architectural Design and Research InstituteSichuan, China; Key Lab of Structure and Earthquake ResistanceShaanxi, China},
    }
  • [DOI] D. A. Gasparini and S. G. Buonopane, “Navier’s 1823 memoire: analyses of displacements, stiffness, and vibration of suspension bridges,” Journal of bridge engineering, vol. 24, iss. 7, 2019.
    [Bibtex]
    @ARTICLE{Gasparini2019,
    author={Gasparini, D.A. and Buonopane, S.G.},
    title={Navier's 1823 Memoire: Analyses of Displacements, Stiffness, and Vibration of Suspension Bridges},
    journal={Journal of Bridge Engineering},
    year={2019},
    volume={24},
    number={7},
    doi={10.1061/(ASCE)BE.1943-5592.0001436},
    art_number={04019058},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065333640&doi=10.1061%2f%28ASCE%29BE.1943-5592.0001436&partnerID=40&md5=62929ff732253ff07941c9eb959c2b4d},
    affiliation={Dept. of Civil Engineering, Case Western Reserve Univ, Cleveland, OH 44106, United States; Dept. of Civil and Environmental Engineering, Bucknell Univ, Lewisburg, PA 17837, United States},
    }
  • [DOI] M. Aguaguiña, Y. Zhou, and Y. Zhou, “Loading protocols for qualification testing of brbs considering global performance requirements,” Engineering structures, vol. 189, pp. 440-457, 2019.
    [Bibtex]
    @ARTICLE{Aguaguina2019440,
    author={Aguaguiña, M. and Zhou, Y. and Zhou, Y.},
    title={Loading protocols for qualification testing of BRBs considering global performance requirements},
    journal={Engineering Structures},
    year={2019},
    volume={189},
    pages={440-457},
    doi={10.1016/j.engstruct.2019.03.094},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063647970&doi=10.1016%2fj.engstruct.2019.03.094&partnerID=40&md5=3ba81dc51b124fcfeaf4ee040b40d5de},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China; College of Civil Engineering, Guangzhou University, Guangzhou, 510006, China},
    }
  • [DOI] A. H. Norouzi and M. Gerami, “Quantifying response variability of steel moment frames due to seismic uncertainties,” Asian journal of civil engineering, vol. 20, iss. 4, pp. 503-514, 2019.
    [Bibtex]
    @ARTICLE{Norouzi2019503,
    author={Norouzi, A.H. and Gerami, M.},
    title={Quantifying response variability of steel moment frames due to seismic uncertainties},
    journal={Asian Journal of Civil Engineering},
    year={2019},
    volume={20},
    number={4},
    pages={503-514},
    doi={10.1007/s42107-019-00115-3},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063255581&doi=10.1007%2fs42107-019-00115-3&partnerID=40&md5=d6ad9f033e7acb651e018bf0e087a46f},
    affiliation={Payam Noor University (PNU), Tehran, Iran; Semnan University, Semnan, Iran},
    }
  • [DOI] B. Pantò and P. P. Rossi, “A new macromodel for the assessment of the seismic response of infilled rc frames,” Earthquake engineering and structural dynamics, vol. 48, iss. 7, pp. 792-817, 2019.
    [Bibtex]
    @ARTICLE{Panto2019792,
    author={Pantò, B. and Rossi, P.P.},
    title={A new macromodel for the assessment of the seismic response of infilled RC frames},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2019},
    volume={48},
    number={7},
    pages={792-817},
    doi={10.1002/eqe.3163},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062978286&doi=10.1002%2feqe.3163&partnerID=40&md5=2ff07771314832612c089a08a3ff111e},
    affiliation={Department of Civil Engineering and Architecture, University of Catania, Catania, Italy},
    }
  • [DOI] S. Javadinasab Hormozabad and S. M. Zahrai, “Innovative adaptive viscous damper to improve seismic control of structures,” Jvc/journal of vibration and control, vol. 25, iss. 12, pp. 1833-1851, 2019.
    [Bibtex]
    @ARTICLE{JavadinasabHormozabad20191833,
    author={Javadinasab Hormozabad, S. and Zahrai, S.M.},
    title={Innovative adaptive viscous damper to improve seismic control of structures},
    journal={JVC/Journal of Vibration and Control},
    year={2019},
    volume={25},
    number={12},
    pages={1833-1851},
    doi={10.1177/1077546319841763},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85064057542&doi=10.1177%2f1077546319841763&partnerID=40&md5=13856e82164502fe9ca5e6d2c453c92b},
    affiliation={School of Civil Engineering, the University of Tehran, Iran},
    }
  • [DOI] D. -C. Feng, S. -C. Xie, W. -N. Deng, and Z. -D. Ding, “Probabilistic failure analysis of reinforced concrete beam-column sub-assemblage under column removal scenario,” Engineering failure analysis, vol. 100, pp. 381-392, 2019.
    [Bibtex]
    @ARTICLE{Feng2019381,
    author={Feng, D.-C. and Xie, S.-C. and Deng, W.-N. and Ding, Z.-D.},
    title={Probabilistic failure analysis of reinforced concrete beam-column sub-assemblage under column removal scenario},
    journal={Engineering Failure Analysis},
    year={2019},
    volume={100},
    pages={381-392},
    doi={10.1016/j.engfailanal.2019.02.004},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062574187&doi=10.1016%2fj.engfailanal.2019.02.004&partnerID=40&md5=51b69cad2c1c604860458320ab213632},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, 210096, China; Laboratory of Industrialized Structural and Bridge Engineering of Jiangsu Province, Southeast University, Nanjing, 210096, China; School of Civil Engineering, Southeast University, Nanjing, 210096, China; Department of Building Engineering, Hefei University of Technology, Hefei, 230002, China},
    }
  • [DOI] H. Wijaya, P. Rajeev, E. Gad, and A. Amirsardari, “Effect of hysteretic steel damper uncertainty on seismic performance of steel buildings,” Journal of constructional steel research, vol. 157, pp. 46-58, 2019.
    [Bibtex]
    @ARTICLE{Wijaya201946,
    author={Wijaya, H. and Rajeev, P. and Gad, E. and Amirsardari, A.},
    title={Effect of hysteretic steel damper uncertainty on seismic performance of steel buildings},
    journal={Journal of Constructional Steel Research},
    year={2019},
    volume={157},
    pages={46-58},
    doi={10.1016/j.jcsr.2019.02.016},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061991424&doi=10.1016%2fj.jcsr.2019.02.016&partnerID=40&md5=3b4668c8d5b952cc79e190f631adab6b},
    affiliation={Department of Civil and Construction Engineering, Swinburne University of TechnologyVIC 3122, Australia; Department of Infrastructure Engineering, University of MelbourneVIC 3010, Australia},
    }
  • [DOI] Q. Han, J. Wen, X. Du, and C. Huang, “Seismic response of single pylon cable-stayed bridge under scour effect,” Journal of bridge engineering, vol. 24, iss. 6, 2019.
    [Bibtex]
    @ARTICLE{Han2019,
    author={Han, Q. and Wen, J. and Du, X. and Huang, C.},
    title={Seismic Response of Single Pylon Cable-Stayed Bridge under Scour Effect},
    journal={Journal of Bridge Engineering},
    year={2019},
    volume={24},
    number={6},
    doi={10.1061/(ASCE)BE.1943-5592.0001413},
    art_number={05019007},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85064054962&doi=10.1061%2f%28ASCE%29BE.1943-5592.0001413&partnerID=40&md5=4f34fbbcb3d088644839ddffe2305c7f},
    affiliation={Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing Univ. of Technology, Beijing, 100124, China},
    }
  • [DOI] R. -Y. Wu and C. P. Pantelides, “Seismic evaluation of repaired multi-column bridge bent using static and dynamic analysis,” Construction and building materials, vol. 208, pp. 792-807, 2019.
    [Bibtex]
    @ARTICLE{Wu2019792,
    author={Wu, R.-Y. and Pantelides, C.P.},
    title={Seismic evaluation of repaired multi-column bridge bent using static and dynamic analysis},
    journal={Construction and Building Materials},
    year={2019},
    volume={208},
    pages={792-807},
    doi={10.1016/j.conbuildmat.2019.03.027},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062825590&doi=10.1016%2fj.conbuildmat.2019.03.027&partnerID=40&md5=5bd19cef33139e317577ecc98109daff},
    affiliation={Wilson & Company, South Jordan, UT 84095, United States; Dept. of Civil and Env. Eng., Univ. of Utah, Salt Lake City, UT 84112, United States},
    }
  • [DOI] L. -X. He, C. Wu, and J. Li, “Post-earthquake evaluation of damage and residual performance of uhpsfrc piers based on nonlinear model updating,” Journal of sound and vibration, vol. 448, pp. 53-72, 2019.
    [Bibtex]
    @ARTICLE{He201953,
    author={He, L.-X. and Wu, C. and Li, J.},
    title={Post-earthquake evaluation of damage and residual performance of UHPSFRC piers based on nonlinear model updating},
    journal={Journal of Sound and Vibration},
    year={2019},
    volume={448},
    pages={53-72},
    doi={10.1016/j.jsv.2019.02.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062230506&doi=10.1016%2fj.jsv.2019.02.011&partnerID=40&md5=568b6b02edc490048e439fa7cd8ac6ec},
    affiliation={Centre for Built Infrastructure Research, School of Civil and Environmental Engineering University of Technology SydneyNSW 2007, Australia},
    }
  • [DOI] Z. Mei, B. Wu, O. S. Bursi, G. Xu, Z. Wang, T. Wang, X. Ning, and Y. Liu, “Hybrid simulation with online model updating: application to a reinforced concrete bridge endowed with tall piers,” Mechanical systems and signal processing, vol. 123, pp. 533-553, 2019.
    [Bibtex]
    @ARTICLE{Mei2019533,
    author={Mei, Z. and Wu, B. and Bursi, O.S. and Xu, G. and Wang, Z. and Wang, T. and Ning, X. and Liu, Y.},
    title={Hybrid simulation with online model updating: Application to a reinforced concrete bridge endowed with tall piers},
    journal={Mechanical Systems and Signal Processing},
    year={2019},
    volume={123},
    pages={533-553},
    doi={10.1016/j.ymssp.2019.01.009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060339871&doi=10.1016%2fj.ymssp.2019.01.009&partnerID=40&md5=9cd6738bc20171adc594696a12ccb979},
    affiliation={School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, 430070, China; Department of Civil Engineering, Sichuan University, Chengdu, 610065, China; Department of Civil, Environmental and Mechanical Engineering, University of Trento, Trento, 38123, Italy; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China; Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, 150080, China; College of Civil Engineering, Huaqiao University, Xiamen, 361021, China},
    }
  • [DOI] J. Lu, P. Kamatchi, and A. Elgamal, “Using stone columns to mitigate lateral deformation in uniform and stratified liquefiable soil strata,” International journal of geomechanics, vol. 19, iss. 5, 2019.
    [Bibtex]
    @ARTICLE{Lu2019,
    author={Lu, J. and Kamatchi, P. and Elgamal, A.},
    title={Using Stone Columns to Mitigate Lateral Deformation in Uniform and Stratified Liquefiable Soil Strata},
    journal={International Journal of Geomechanics},
    year={2019},
    volume={19},
    number={5},
    doi={10.1061/(ASCE)GM.1943-5622.0001397},
    art_number={04019026},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062063412&doi=10.1061%2f%28ASCE%29GM.1943-5622.0001397&partnerID=40&md5=4da345eaac953224f4af405e242f3e24},
    affiliation={Dept. of Structural Eng., Univ. of California, San Diego, CA 92093-0085, United States; CSIR Structural Engineering Research Centre, Chennai, Tamil Nadu, 600113, India},
    }
  • [DOI] F. Barbagallo, M. Bosco, E. M. Marino, and P. P. Rossi, “Achieving a more effective concentric braced frame by the double-stage yield brb,” Engineering structures, vol. 186, pp. 484-497, 2019.
    [Bibtex]
    @ARTICLE{Barbagallo2019484,
    author={Barbagallo, F. and Bosco, M. and Marino, E.M. and Rossi, P.P.},
    title={Achieving a more effective concentric braced frame by the double-stage yield BRB},
    journal={Engineering Structures},
    year={2019},
    volume={186},
    pages={484-497},
    doi={10.1016/j.engstruct.2019.02.028},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062036674&doi=10.1016%2fj.engstruct.2019.02.028&partnerID=40&md5=b90610274985d231a7e1871c04ec92dd},
    affiliation={Department of Civil Engineering and Architecture, University of Catania, Via S. Sofia 64, Catania, 95123, Italy},
    }
  • [DOI] C. Li, Z. Zhou, and Y. Zhu, “A uniaxial constitutive model for niti shape memory alloy bars considering the effect of residual strain,” Journal of intelligent material systems and structures, vol. 30, iss. 8, pp. 1163-1177, 2019.
    [Bibtex]
    @ARTICLE{Li20191163,
    author={Li, C. and Zhou, Z. and Zhu, Y.},
    title={A uniaxial constitutive model for NiTi shape memory alloy bars considering the effect of residual strain},
    journal={Journal of Intelligent Material Systems and Structures},
    year={2019},
    volume={30},
    number={8},
    pages={1163-1177},
    doi={10.1177/1045389X19835932},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063051925&doi=10.1177%2f1045389X19835932&partnerID=40&md5=55919761395aa0bafb2bda203d53c6b2},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, China; Department of Structural Engineering, Tongji University, Shanghai, China},
    }
  • [DOI] B. Mohebi, A. H. Chegini. T, and A. R. Miri. T, “A new damage index for steel mrfs based on incremental dynamic analysis,” Journal of constructional steel research, vol. 156, pp. 137-154, 2019.
    [Bibtex]
    @ARTICLE{Mohebi2019137,
    author={Mohebi, B. and Chegini. T, A.H. and Miri. T, A.R.},
    title={A new damage index for steel MRFs based on incremental dynamic analysis},
    journal={Journal of Constructional Steel Research},
    year={2019},
    volume={156},
    pages={137-154},
    doi={10.1016/j.jcsr.2019.02.005},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061428988&doi=10.1016%2fj.jcsr.2019.02.005&partnerID=40&md5=8cda6025b6a8be8546961051bce3e10d},
    affiliation={Department of Civil Engineering, Faculty of Engineering and Technology, Imam Khomeini International University, PO Box 34149-16818, Qazvin, Iran; M.Sc. Earthquake Engineering, Faculty of Civil Engineering, K. N. Toosi University of Technology, PO Box 15875-4416, Tehran, Iran},
    }
  • [DOI] K. Panaghi, A. Mahboubi, and A. Mahdavian, “The effect of earthquake motion characteristics on potentially liquefiable pile-pinned sloping ground,” Bulletin of earthquake engineering, vol. 17, iss. 4, pp. 1891-1917, 2019.
    [Bibtex]
    @ARTICLE{Panaghi20191891,
    author={Panaghi, K. and Mahboubi, A. and Mahdavian, A.},
    title={The effect of earthquake motion characteristics on potentially liquefiable pile-pinned sloping ground},
    journal={Bulletin of Earthquake Engineering},
    year={2019},
    volume={17},
    number={4},
    pages={1891-1917},
    doi={10.1007/s10518-018-00529-5},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058500359&doi=10.1007%2fs10518-018-00529-5&partnerID=40&md5=dbaed56b40c3faf8fecf0d4b5a4470a6},
    affiliation={Department of Civil Engineering, University of Kurdistan Hewlêr, 30-Meter Avenue, Erbil, Federal Region of Kurdistan, Iraq; Department of Civil and Environmental Engineering, Shahid Beheshti University, P. O. Box 16765-1719, Tehran, Iran},
    }
  • [DOI] D. -C. Feng, Z. Wang, and G. Wu, “Progressive collapse performance analysis of precast reinforced concrete structures,” Structural design of tall and special buildings, vol. 28, iss. 5, 2019.
    [Bibtex]
    @ARTICLE{Feng2019,
    author={Feng, D.-C. and Wang, Z. and Wu, G.},
    title={Progressive collapse performance analysis of precast reinforced concrete structures},
    journal={Structural Design of Tall and Special Buildings},
    year={2019},
    volume={28},
    number={5},
    doi={10.1002/tal.1588},
    art_number={e1588},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060248983&doi=10.1002%2ftal.1588&partnerID=40&md5=d10a08b06705728492e6a054df07b4dc},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, China; Laboratory of Industrialized Structural and Bridge Engineering of Jiangsu Province, Southeast University, Nanjing, China},
    }
  • [DOI] E. Gandelli, M. Penati, V. Quaglini, G. Lomiento, E. Miglio, and G. M. Benzoni, “A novel opensees element for single curved surface sliding isolators,” Soil dynamics and earthquake engineering, vol. 119, pp. 433-453, 2019.
    [Bibtex]
    @ARTICLE{Gandelli2019433,
    author={Gandelli, E. and Penati, M. and Quaglini, V. and Lomiento, G. and Miglio, E. and Benzoni, G.M.},
    title={A novel OpenSees element for single curved surface sliding isolators},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2019},
    volume={119},
    pages={433-453},
    doi={10.1016/j.soildyn.2018.01.044},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050858059&doi=10.1016%2fj.soildyn.2018.01.044&partnerID=40&md5=13f726b8cda99a271b743105e73bd325},
    affiliation={Department of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Piazza Leonardo da Vinci 32, Milano, 20133, Italy; Department of Mathematics “F. Brioschi”, Politecnico di Milano, Piazza Leonardo da Vinci 32, Milano, 20133, Italy; Civil Engineering Department, California State Polytechnic University, Pomona 3801 West Temple Avenue, Pomona, CA 91768, United States; Structural Engineering, University of California San Diego, Matthews Lane, San Diego, CA 92161, United States},
    }
  • [DOI] T. J. Carey, H. B. Mason, A. R. Barbosa, and M. H. Scott, “Multihazard earthquake and tsunami effects on soil-foundation-bridge systems,” Journal of bridge engineering, vol. 24, iss. 4, 2019.
    [Bibtex]
    @ARTICLE{Carey2019,
    author={Carey, T.J. and Mason, H.B. and Barbosa, A.R. and Scott, M.H.},
    title={Multihazard Earthquake and Tsunami Effects on Soil-Foundation-Bridge Systems},
    journal={Journal of Bridge Engineering},
    year={2019},
    volume={24},
    number={4},
    doi={10.1061/(ASCE)BE.1943-5592.0001353},
    art_number={04019004},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059958826&doi=10.1061%2f%28ASCE%29BE.1943-5592.0001353&partnerID=40&md5=ff9b241f0e54bbc00e67116fbdcacab9},
    affiliation={Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616, United States; Honors College, Oregon State Univ., Corvallis, OR 97331, United States; School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331, United States},
    }
  • [DOI] H. Gou, D. Leng, Y. Bao, and Q. Pu, “Cumulative deformation of high-speed railway bridge pier under repeated earthquakes,” Earthquake and structures, vol. 16, iss. 4, pp. 391-399, 2019.
    [Bibtex]
    @ARTICLE{Gou2019391,
    author={Gou, H. and Leng, D. and Bao, Y. and Pu, Q.},
    title={Cumulative deformation of high-speed railway bridge pier under repeated earthquakes},
    journal={Earthquake and Structures},
    year={2019},
    volume={16},
    number={4},
    pages={391-399},
    doi={10.12989/eas.2019.16.4.391},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85064636253&doi=10.12989%2feas.2019.16.4.391&partnerID=40&md5=96635d18b5aa11b57d9e13c10b05cb7e},
    affiliation={Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China; Key Laboratory of High-Speed Railway Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu, 610031, China; Department of Civil, Environmental and Ocean Engineering, Stevens Institute of Technology, Hoboken, NJ 07030, United States},
    }
  • [DOI] J. -L. Qiu and J. -X. Gong, “Analytical hysteretic model for reinforcing bars,” Computers and structures, vol. 214, pp. 48-59, 2019.
    [Bibtex]
    @ARTICLE{Qiu201948,
    author={Qiu, J.-L. and Gong, J.-X.},
    title={Analytical hysteretic model for reinforcing bars},
    journal={Computers and Structures},
    year={2019},
    volume={214},
    pages={48-59},
    doi={10.1016/j.compstruc.2019.01.002},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060549711&doi=10.1016%2fj.compstruc.2019.01.002&partnerID=40&md5=251f71cb864ac4b8fd7fdb5ced6b62eb},
    affiliation={School of Civil Engineering, Dalian University of Technology, Dalian, China},
    }
  • [DOI] J. G. Sizemore, L. A. Fahnestock, and E. M. Hines, “Seismic performance assessment of low-ductility concentrically braced frames,” Journal of structural engineering (united states), vol. 145, iss. 4, 2019.
    [Bibtex]
    @ARTICLE{Sizemore2019,
    author={Sizemore, J.G. and Fahnestock, L.A. and Hines, E.M.},
    title={Seismic Performance Assessment of Low-Ductility Concentrically Braced Frames},
    journal={Journal of Structural Engineering (United States)},
    year={2019},
    volume={145},
    number={4},
    doi={10.1061/(ASCE)ST.1943-541X.0002276},
    art_number={04019016},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061660424&doi=10.1061%2f%28ASCE%29ST.1943-541X.0002276&partnerID=40&md5=8651ab296bbe72409cc72c2a08a381a9},
    affiliation={Degenkolb Engineers, 600 University St., Seattle, WA 98101, United States; Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 2108 Newmark Civil Engineering Laboratory, 205 N. Mathews Ave., Urbana, IL 61801, United States; Dept. of Civil and Environmental Engineering, Tufts Univ., 474 Boston Ave., Medford, MA 02155, United States},
    }
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    [Bibtex]
    @ARTICLE{Vytiniotis201921,
    author={Vytiniotis, A. and Panagiotidou, A.-I. and Whittle, A.J.},
    title={Analysis of seismic damage mitigation for a pile-supported wharf structure},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2019},
    volume={119},
    pages={21-35},
    doi={10.1016/j.soildyn.2018.12.020},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059846226&doi=10.1016%2fj.soildyn.2018.12.020&partnerID=40&md5=bcd67ee561e80c3abbb5ca71b079cbe2},
    affiliation={Exponent, Inc, 9 Strathmore Rd, Natick, MA 01760, United States; Massachusetts Institute of Technology, 1 Deforest Avenue, Suite 300, Summit, NJ 07901, United States; Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 77 Massachusetts Avenue, Cambridge, MA 02139, United States},
    }
  • [DOI] K. Lin, X. Lu, Y. Li, and H. Guan, “Experimental study of a novel multi-hazard resistant prefabricated concrete frame structure,” Soil dynamics and earthquake engineering, vol. 119, pp. 390-407, 2019.
    [Bibtex]
    @ARTICLE{Lin2019390,
    author={Lin, K. and Lu, X. and Li, Y. and Guan, H.},
    title={Experimental study of a novel multi-hazard resistant prefabricated concrete frame structure},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2019},
    volume={119},
    pages={390-407},
    doi={10.1016/j.soildyn.2018.04.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045349740&doi=10.1016%2fj.soildyn.2018.04.011&partnerID=40&md5=d3ff555a76acdd34dd50757074d1197e},
    affiliation={Beijing Engineering Research Center of Steel and Concrete Composite Structures, Tsinghua University, China; Key Laboratory of Civil Engineering Safety and Durability of Ministry of Education, Tsinghua University, China; Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, China; Griffith School of Engineering, Griffith University, Gold Coast CampusQueensland 4222, Australia},
    }
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    [Bibtex]
    @ARTICLE{Al-Mashaykhi2019233,
    author={Al-Mashaykhi, M. and Rajeev, P. and Wijesundara, K.K. and Hashemi, M.J.},
    title={Displacement profile for displacement based seismic design of concentric braced frames},
    journal={Journal of Constructional Steel Research},
    year={2019},
    volume={155},
    pages={233-248},
    doi={10.1016/j.jcsr.2018.12.029},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059769838&doi=10.1016%2fj.jcsr.2018.12.029&partnerID=40&md5=82edfa004e0926ed618a75a4e41e7561},
    affiliation={Swinburne University of Technology, Australia; University of Peradeniya, Sri Lanka; Tikrit University, Iraq},
    }
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    @ARTICLE{Petrone2019805,
    author={Petrone, F. and Monti, G.},
    title={Unified code-compliant equations for bending and ductility capacity of full and hollow rectangular RC sections},
    journal={Engineering Structures},
    year={2019},
    volume={183},
    pages={805-815},
    doi={10.1016/j.engstruct.2018.12.082},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060085043&doi=10.1016%2fj.engstruct.2018.12.082&partnerID=40&md5=05a245f391dec3e2c6df41ff8274a8f7},
    affiliation={Lawrence Berkeley National Laboratory, Energy Geosciences Division, 1 Cyclotron Rd., Berkeley, CA 94720, United States; Nanjing Tech University, College of Civil Engineering, 30 South Puzhu Rd., Nanjing, 211816, China; Sapienza University of Rome, Department of Structural and Geotechnical Engineering, Via A. Gramsci 53, Roma, 00197, Italy},
    }
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    @ARTICLE{Zhou2019,
    author={Zhou, Y. and Chen, P. and Gong, S.},
    title={Mechanical model of a hybrid non-linear viscoelastic material damping device with its verifications},
    journal={Frontiers in Materials},
    year={2019},
    volume={6},
    doi={10.3389/fmats.2019.00033},
    art_number={33},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85064198458&doi=10.3389%2ffmats.2019.00033&partnerID=40&md5=1dc53187e56e4100c940098ad9c021d9},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China},
    }
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    [Bibtex]
    @ARTICLE{Tavakoli201945,
    author={Tavakoli, R. and Kamgar, R. and Rahgozar, R.},
    title={Seismic performance of outrigger–belt truss system considering soil–structure interaction},
    journal={International Journal of Advanced Structural Engineering},
    year={2019},
    volume={11},
    number={1},
    pages={45-54},
    doi={10.1007/s40091-019-0215-7},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062734781&doi=10.1007%2fs40091-019-0215-7&partnerID=40&md5=922a7addf944ecfcfc6a9324aa7d2b01},
    affiliation={Department of Civil Engineering, Shahid Bahonar University of Kerman, Kerman, Iran; Department of Civil Engineering, Shahrekord University, Shahrekord, Iran},
    }
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    [Bibtex]
    @ARTICLE{Guo2019,
    author={Guo, J. and Zhong, J. and Dang, X. and Yuan, W.},
    title={Influence of Multidirectional Cable Restrainer on Seismic Fragility of a Curved Bridge},
    journal={Journal of Bridge Engineering},
    year={2019},
    volume={24},
    number={3},
    doi={10.1061/(ASCE)BE.1943-5592.0001352},
    art_number={04018126},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059565709&doi=10.1061%2f%28ASCE%29BE.1943-5592.0001352&partnerID=40&md5=d91a80becfff36ff2138a486ce1bc0a5},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., 1239 Siping Road, Shanghai, 200092, China; School of Civil and Hydraulic Engineering, Hefei Univ. of Technology, Hefei, 230009, China},
    }
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    [Bibtex]
    @ARTICLE{Zhong2019,
    author={Zhong, Z.-L. and Wang, S.-R. and Du, X.-L. and Li, L.-Y. and Hou, B.-W.},
    title={Experimental and numerical study on axial mechanical properties of pipeline under pseudo-static loading [管道承插式接口轴向力学性能试验研究与数值模拟]},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2019},
    volume={36},
    number={3},
    pages={224-230 and 239},
    doi={10.6052/j.issn.1000-4750.2017.12.0914},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065564333&doi=10.6052%2fj.issn.1000-4750.2017.12.0914&partnerID=40&md5=47b966c6a08b3cd14c2e8700eda3c4cf},
    affiliation={Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China},
    }
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    @ARTICLE{Wu2019473,
    author={Wu, D. and Yamazaki, Y. and Sawada, S. and Sakata, H.},
    title={Experiment-based numerical simulation of hybrid structure consisting of wooden frame and rigid core},
    journal={Engineering Structures},
    year={2019},
    volume={182},
    pages={473-486},
    doi={10.1016/j.engstruct.2018.12.085},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059444360&doi=10.1016%2fj.engstruct.2018.12.085&partnerID=40&md5=903c48335cc7ae6204c6d65d1f711a5c},
    affiliation={Dept. of Architecture and Building Engineering, Tokyo Institute of Technology, O-okayama, Meguro-ku, Tokyo, 152-8552, Japan; Dept. of Urban Design and Building Environment, Tokyo Institute of Technology, O-okayama, Meguro-ku, Tokyo, 152-8552, Japan},
    }
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    @ARTICLE{Xie2019344,
    author={Xie, W. and Sun, L.},
    title={Experimental and numerical verification on effects of inelastic tower links on transverse seismic response of tower of bridge full model},
    journal={Engineering Structures},
    year={2019},
    volume={182},
    pages={344-362},
    doi={10.1016/j.engstruct.2018.12.046},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059346774&doi=10.1016%2fj.engstruct.2018.12.046&partnerID=40&md5=e041ddf293b3faf79dd333405a294355},
    affiliation={Department of Civil Engineering, Ningbo University, Ningbo, 315211, China; State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
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    @CONFERENCE{DiCesare2019,
    author={Di Cesare, A. and Carlo Ponzo, F. and Lamarucciola, N. and Nigro, D.},
    title={Modelling of post-tensioned timber framed buildings with hysteretic bracing system: Preliminary analysis},
    journal={IOP Conference Series: Earth and Environmental Science},
    year={2019},
    volume={233},
    number={2},
    doi={10.1088/1755-1315/233/2/022026},
    art_number={022026},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063374198&doi=10.1088%2f1755-1315%2f233%2f2%2f022026&partnerID=40&md5=2ea0afb8c80019756c750064051f037b},
    affiliation={School of Engineering, University of Basilicata, Viale dell'Ateneo Lucano, 10, Potenza, 85100, Italy},
    }
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    [Bibtex]
    @CONFERENCE{Campiche2019,
    author={Campiche, A. and Shakeel, S. and Bucciero, B. and Pali, T. and Fiorino, L. and Landolfo, R.},
    title={Seismic behaviour of strap-braced LWS structures: Shake table testing and numerical modelling},
    journal={IOP Conference Series: Materials Science and Engineering},
    year={2019},
    volume={473},
    number={1},
    doi={10.1088/1757-899X/473/1/012032},
    art_number={012032},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062825273&doi=10.1088%2f1757-899X%2f473%2f1%2f012032&partnerID=40&md5=558d129befa41b076d8e8932ab62dd08},
    affiliation={Department of Structures for Engineering and Architecture, University of Naples Federico II, Naples, Italy},
    }
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    @ARTICLE{Bedeir2019310,
    author={Bedeir, H. and Shedid, M. and Okail, H. and Hamdy, O.},
    title={Numerical modeling of a two story third-scale reinforced masonry shear wall building subjected to quasi-static lateral loading},
    journal={Engineering Structures},
    year={2019},
    volume={181},
    pages={310-323},
    doi={10.1016/j.engstruct.2018.12.010},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058397385&doi=10.1016%2fj.engstruct.2018.12.010&partnerID=40&md5=1836688944f8ece71a971ee91a213a68},
    affiliation={Structural Engineering Department, Ain Shams University, Cairo, Egypt},
    }
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    @ARTICLE{Sahoo201996,
    author={Sahoo, D.R. and Prakash, A.},
    title={Seismic behavior of concentrically braced frames designed using direct displacement-based method},
    journal={International Journal of Steel Structures},
    year={2019},
    volume={19},
    number={1},
    pages={96-109},
    doi={10.1007/s13296-018-0092-0},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060672563&doi=10.1007%2fs13296-018-0092-0&partnerID=40&md5=4a016ba7748b63e08e1e920789f834c9},
    affiliation={Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, India; National Thermal Power Corporation Limited, New Delhi, India},
    }
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    [Bibtex]
    @ARTICLE{Maleki2019224,
    author={Maleki, M. and Ahmady Jazany, R. and Ghobadi, M.S.},
    title={Probabilistic Seismic Assessment of SMFs with Drilled Flange Connections Subjected to Near-Field Ground Motions},
    journal={International Journal of Steel Structures},
    year={2019},
    volume={19},
    number={1},
    pages={224-240},
    doi={10.1007/s13296-018-0112-0},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060718518&doi=10.1007%2fs13296-018-0112-0&partnerID=40&md5=9f8df8a8d1b6313ada5ee6707b5d81d6},
    affiliation={Department of Civil Engineering, West Tehran Branch, Islamic Azad University, Tehran, Iran; Department of Civil Engineering, East Tehran Branch, Islamic Azad University, Tehran, Iran; Department of Civil Engineering, Faculty of Engineering and Technology, Imam Khomeini International University, PO Box 34149-16818, Qazvin, Iran},
    }
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    @ARTICLE{Gu2019,
    author={Gu, Q. and Liu, Y. and Guo, W. and Li, W. and Yu, Z. and Jiang, L.},
    title={A practical wheel-rail interaction element for modeling vehicle-track-bridge systems},
    journal={International Journal of Structural Stability and Dynamics},
    year={2019},
    volume={19},
    number={2},
    doi={10.1142/S0219455419500111},
    art_number={1950011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053316352&doi=10.1142%2fS0219455419500111&partnerID=40&md5=ce11828c59b85b6821104fc48cc9773c},
    affiliation={School of Architecture and Civil Engineering, Xiamen University361005, China; School of Civil Engineering, Central South University410075, China; National Engineering Laboratory for High-speed Railway Construction410075, China},
    }
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    @ARTICLE{Dizangian2019123,
    author={Dizangian, B. and Ghasemi, M.R.},
    title={Border-search and jump reduction method for size optimization of spatial truss structures},
    journal={Frontiers of Structural and Civil Engineering},
    year={2019},
    volume={13},
    number={1},
    pages={123-134},
    doi={10.1007/s11709-018-0478-2},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050518279&doi=10.1007%2fs11709-018-0478-2&partnerID=40&md5=d06e416cc71facdd6a0bdc5e5ee4eaac},
    affiliation={Department of Civil Engineering, Velayat University, Iranshahr, 9911131311, Iran; Department of Civil Engineering, University of Sistan and Baluchestan, Zahedan, 9816745845, Iran},
    }
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    @ARTICLE{Oinam2019,
    author={Oinam, R.M. and Sahoo, D.R.},
    title={Using Metallic Dampers to Improve Seismic Performance of Soft-Story RC Frames: Experimental and Numerical Study},
    journal={Journal of Performance of Constructed Facilities},
    year={2019},
    volume={33},
    number={1},
    doi={10.1061/(ASCE)CF.1943-5509.0001254},
    art_number={04018108},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058614832&doi=10.1061%2f%28ASCE%29CF.1943-5509.0001254&partnerID=40&md5=ad00c9e3240d0b8d18437676da0d28f4},
    affiliation={Dept. of Civil Engineering, Indian Institute of Technology Tirupati, Tirupati, Andhra Pradesh, 517506, India; Dept. of Civil Engineering, Indian Institute of Technology Delhi, Hauz Khas, New Delhi, 110016, India},
    }
  • [DOI] L. Jiang, S. Cao, and B. Wei, “Effects of friction-based fixed bearings on seismic performance of high-speed railway simply supported girder bridges and experimental validation,” Advances in structural engineering, vol. 22, iss. 3, pp. 687-701, 2019.
    [Bibtex]
    @ARTICLE{Jiang2019687,
    author={Jiang, L. and Cao, S. and Wei, B.},
    title={Effects of friction-based fixed bearings on seismic performance of high-speed railway simply supported girder bridges and experimental validation},
    journal={Advances in Structural Engineering},
    year={2019},
    volume={22},
    number={3},
    pages={687-701},
    doi={10.1177/1369433218798120},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060221525&doi=10.1177%2f1369433218798120&partnerID=40&md5=02081bf4b5946083bf62696972c55a10},
    affiliation={School of Civil Engineering, Central South University, Changsha, China; National Engineering Laboratory for High-Speed Railway Construction, Central South University, Changsha, China},
    }
  • [DOI] L. Ren, Z. Fang, R. Zhong, and K. Wang, “Experimental and numerical investigations of the seismic performance of uhpc box piers,” Ksce journal of civil engineering, vol. 23, iss. 2, pp. 597-607, 2019.
    [Bibtex]
    @ARTICLE{Ren2019597,
    author={Ren, L. and Fang, Z. and Zhong, R. and Wang, K.},
    title={Experimental and Numerical Investigations of the Seismic Performance of UHPC Box Piers},
    journal={KSCE Journal of Civil Engineering},
    year={2019},
    volume={23},
    number={2},
    pages={597-607},
    doi={10.1007/s12205-018-0567-8},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058560502&doi=10.1007%2fs12205-018-0567-8&partnerID=40&md5=6f749d4a4f885a26bbd29abd2d15d177},
    affiliation={College of Civil Engineering and Construction, East China Jiaotong University, Nanchang, 330013, China; College of Civil Engineering, Hunan University, Changsha, 410076, China; Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hunghom, Kowloon, Hong Kong},
    }
  • [DOI] J. Ge, M. S. Saiidi, and S. Varela, “Computational studies on the seismic response of the state route 99 bridge in seattle with sma/ecc plastic hinges,” Frontiers of structural and civil engineering, vol. 13, iss. 1, pp. 149-164, 2019.
    [Bibtex]
    @ARTICLE{Ge2019149,
    author={Ge, J. and Saiidi, M.S. and Varela, S.},
    title={Computational studies on the seismic response of the State Route 99 bridge in Seattle with SMA/ECC plastic hinges},
    journal={Frontiers of Structural and Civil Engineering},
    year={2019},
    volume={13},
    number={1},
    pages={149-164},
    doi={10.1007/s11709-018-0482-6},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85047194549&doi=10.1007%2fs11709-018-0482-6&partnerID=40&md5=24cfad092ce747e9e99791a8f8819691},
    affiliation={School of Urban Construction and Safety Engineering, Shanghai Institute of Technology, Shanghai, 201418, China; Department of Civil and Environmental Engineering, University of Nevada, Reno, NV 89557, United States; Structural Engineering Group, Freese and Nichols Inc., Fort Worth, TX 76109, United States},
    }
  • [DOI] S. Salari, S. Javadinasab Hormozabad, A. K. Ghorbani-Tanha, and M. Rahimian, “Innovative mobile tmd system for semi-active vibration control of inclined sagged cables,” Ksce journal of civil engineering, vol. 23, iss. 2, pp. 641-653, 2019.
    [Bibtex]
    @ARTICLE{Salari2019641,
    author={Salari, S. and Javadinasab Hormozabad, S. and Ghorbani-Tanha, A.K. and Rahimian, M.},
    title={Innovative Mobile TMD System for Semi-active Vibration Control of Inclined Sagged Cables},
    journal={KSCE Journal of Civil Engineering},
    year={2019},
    volume={23},
    number={2},
    pages={641-653},
    doi={10.1007/s12205-018-0161-0},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058716663&doi=10.1007%2fs12205-018-0161-0&partnerID=40&md5=30bd3e5774b2213808ac9a663f1baa0d},
    affiliation={School of Civil Engineering, University of Tehran, Tehran, Tehran, 1417613131, Iran},
    }
  • [DOI] M. R. Ameri, A. Massumi, and H. Masoomi, “Effect of structural redundancy on progressive collapse resistance enhancement in rc frame structures,” Journal of performance of constructed facilities, vol. 33, iss. 1, 2019.
    [Bibtex]
    @ARTICLE{Ameri2019,
    author={Ameri, M.R. and Massumi, A. and Masoomi, H.},
    title={Effect of Structural Redundancy on Progressive Collapse Resistance Enhancement in RC Frame Structures},
    journal={Journal of Performance of Constructed Facilities},
    year={2019},
    volume={33},
    number={1},
    doi={10.1061/(ASCE)CF.1943-5509.0001244},
    art_number={04018092},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85056407925&doi=10.1061%2f%28ASCE%29CF.1943-5509.0001244&partnerID=40&md5=f54364ebf2c8c933c6031b537ee41dbd},
    affiliation={Center for Risk-Based Community Resilience Planning, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523, United States; Dept. of Civil Engineering, Kharazmi Univ., Tehran, 1571914911, Iran; Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523, United States},
    }
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    [Bibtex]
    @ARTICLE{Benedetti201979,
    author={Benedetti, F. and Rosales, V. and Opazo-Vega, A. and Norambuena-Contreras, J. and Jara-Cisterna, A.},
    title={Experimental and numerical evaluation of hold-down connections on radiata pine Cross-Laminated-Timber shear walls: a case study in Chile},
    journal={European Journal of Wood and Wood Products},
    year={2019},
    volume={77},
    number={1},
    pages={79-92},
    doi={10.1007/s00107-018-1365-1},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055683687&doi=10.1007%2fs00107-018-1365-1&partnerID=40&md5=da16965322689611490c665e4f657a29},
    affiliation={Department of Civil and Environmental Engineering, University of Bío-Bío, Collao Avenue 1202, Concepción, Chile; Wood and Design Laboratory, University of Bío-Bío, Collao Avenue 1202, Concepción, Chile; LabMAT, Department of Civil and Environmental Engineering, University of Bío-Bío, Collao Avenue 1202, Concepción, Chile},
    }
  • [DOI] S. Liu, A. Li, R. Zhang, and B. Gu, “Application of hybrid aluminum foam/polyurethane damper on seismic response control of adjacent structures [复合型泡沫铝/聚氨酯阻尼器在相邻结构减震控制中的应用],” Dongnan daxue xuebao (ziran kexue ban)/journal of southeast university (natural science edition), vol. 49, iss. 1, pp. 61-67, 2019.
    [Bibtex]
    @ARTICLE{Liu201961,
    author={Liu, S. and Li, A. and Zhang, R. and Gu, B.},
    title={Application of hybrid aluminum foam/polyurethane damper on seismic response control of adjacent structures [复合型泡沫铝/聚氨酯阻尼器在相邻结构减震控制中的应用]},
    journal={Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition)},
    year={2019},
    volume={49},
    number={1},
    pages={61-67},
    doi={10.3969/j.issn.1001-0505.2019.01.009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063910641&doi=10.3969%2fj.issn.1001-0505.2019.01.009&partnerID=40&md5=ad94bb1add710133a959aed34d2c3a23},
    affiliation={School of Civil Engineering, Southeast University, Nanjing, 210096, China; School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China; Lingnan Architectural Design Consulting Co., Ltd., Foshan, 528200, China},
    }
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    @ARTICLE{DiTrapani2019211,
    author={Di Trapani, F. and Malavisi, M.},
    title={Seismic fragility assessment of infilled frames subject to mainshock/aftershock sequences using a double incremental dynamic analysis approach},
    journal={Bulletin of Earthquake Engineering},
    year={2019},
    volume={17},
    number={1},
    pages={211-235},
    doi={10.1007/s10518-018-0445-2},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051548758&doi=10.1007%2fs10518-018-0445-2&partnerID=40&md5=bbf3c1809975649b4543759f572890de},
    affiliation={Dipartimento di Ingegneria Strutturale, Edile e Geotecnica, Politecnico di Torino, Corso Duca degli Abruzzi 24, Turin, 10121, Italy},
    }
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    @ARTICLE{Gu2019295,
    author={Gu, Q. and Wang, L. and Li, Y. and Deng, X. and Lin, C.},
    title={Multi-scale response sensitivity analysis based on direct differentiation method for concrete structures},
    journal={Composites Part B: Engineering},
    year={2019},
    volume={157},
    pages={295-304},
    doi={10.1016/j.compositesb.2018.08.131},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053187667&doi=10.1016%2fj.compositesb.2018.08.131&partnerID=40&md5=a0fc1c2fbe79d74841a8e09c4964fe16},
    affiliation={School of Architecture and Civil Engineering, Xiamen University361005, China; Department of Civil and Environmental Engineering, University of Alberta, Edmonton, T6G 1H9, Canada; Department of Civil Engineering, The University of Hongkong, Pokfulam, Hong Kong, Hong Kong},
    }
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    @ARTICLE{AlHanoun2019519,
    author={Al Hanoun, M.H. and Abrahamczyk, L. and Schwarz, J.},
    title={Macromodeling of in- and out-of-plane behavior of unreinforced masonry infill walls},
    journal={Bulletin of Earthquake Engineering},
    year={2019},
    volume={17},
    number={1},
    pages={519-535},
    doi={10.1007/s10518-018-0458-x},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053373188&doi=10.1007%2fs10518-018-0458-x&partnerID=40&md5=b125cad1ccccb6be122746f2c55caec4},
    affiliation={GRK 1462, Bauhaus-Universität Weimar, Weimar, Germany; Earthquake Damage Analysis Center (EDAC), Bauhaus-Universität Weimar, Weimar, Germany},
    }
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    [Bibtex]
    @ARTICLE{Wang2019168,
    author={Wang, X. and Qian, Y. and Qu, H.},
    title={Structural seismic demand information entropy importance analysis based on kernel density estimation [基于核密度估计的结构地震需求信息熵重要性分析]},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2019},
    volume={38},
    number={1},
    pages={168-173},
    doi={10.13465/j.cnki.jvs.2019.01.024},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065194767&doi=10.13465%2fj.cnki.jvs.2019.01.024&partnerID=40&md5=21afe703fdfe5d700a97a5bb569198a6},
    affiliation={School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China},
    }
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    @ARTICLE{Tarfan2019865,
    author={Tarfan, S. and Banazadeh, M. and Zaker Esteghamati, M.},
    title={Probabilistic seismic assessment of non-ductile RC buildings retrofitted using pre-tensioned aramid fiber reinforced polymer belts},
    journal={Composite Structures},
    year={2019},
    volume={208},
    pages={865-878},
    doi={10.1016/j.compstruct.2018.10.048},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055905038&doi=10.1016%2fj.compstruct.2018.10.048&partnerID=40&md5=83e70757d63092bfd78cf225b33cb6c5},
    affiliation={Alumnus, Amirkabir University of Technology, Iran; Civil and Environmental Engineering Department, Amirkabir University, Tehran, Iran; Department of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA, United States},
    }
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    @ARTICLE{Zeng2019,
    author={Zeng, X.-G. and Jiang, S.-F. and Xu, X.-C. and Huang, H.-S.},
    title={Numerical modeling of earthquake-damaged circular bridge columns repaired using combination of near-surface-mounted BFRP Bars with external BFRP sheets jacketing},
    journal={Materials},
    year={2019},
    volume={12},
    number={2},
    doi={10.3390/ma12020258},
    art_number={258},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059991861&doi=10.3390%2fma12020258&partnerID=40&md5=d777a252bba79051585e3ea39f7d8025},
    affiliation={Institute of Civil Engineering, Putian University, Putian, 351100, China; School of management, Fujian University of Technology, Fuzhou, 350108, China; College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China; Jiangxi Province Architectural Design and Research Institute, Nanchang, 330046, China},
    }
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    @ARTICLE{MinhLe20191,
    author={Minh Le, L. and Van Nguyen, D. and Chang, S. and Kim, D. and Cho, S.G. and Nguyen, D.D.},
    title={Vibration control of jacket offshore wind turbine subjected to earthquake excitations by using friction damper},
    journal={Journal of Structural Integrity and Maintenance},
    year={2019},
    volume={4},
    number={1},
    pages={1-5},
    doi={10.1080/24705314.2019.1565055},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062061375&doi=10.1080%2f24705314.2019.1565055&partnerID=40&md5=ac04729b0913fbf5f1a2d84139323ea9},
    affiliation={Department of Civil and Environmental Engineering, Kunsan National University, Gunsan, South Korea; R&D Center, Innose Tech Co. Ltd, Incheon, South Korea; Department of Civil Engineering, Konkuk University, Seoul, South Korea},
    }
  • X. S. Cai, Z. Ye, and Y. Yuan, “Two-dimensional finite element analysis of the seismic performance in complex underground structure.” 2019, pp. 1607-1612.
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    @CONFERENCE{Cai20191607,
    author={Cai, X.S. and Ye, Z. and Yuan, Y.},
    title={Two-dimensional finite element analysis of the seismic performance in complex underground structure},
    journal={Life-Cycle Analysis and Assessment in Civil Engineering: Towards an Integrated Vision - Proceedings of the 6th International Symposium on Life-Cycle Civil Engineering, IALCCE 2018},
    year={2019},
    pages={1607-1612},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063946372&partnerID=40&md5=dd4cc6f27a583bdd27cc3b59b8949cc6},
    affiliation={Tongji University, Shanghai, China},
    }
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    @ARTICLE{Jiang2019,
    author={Jiang, Y. and Silva, A. and Macedo, L. and Castro, J.M. and Monteiro, R. and Chan, T.-M.},
    title={Concentrated-plasticity modelling of circular concrete-filled steel tubular members under flexure},
    journal={Structures},
    year={2019},
    doi={10.1016/j.istruc.2019.01.023},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061363564&doi=10.1016%2fj.istruc.2019.01.023&partnerID=40&md5=31eb8b5d7ae302cb214031d5b15b1cea},
    affiliation={Universitario di Studi Superiori di Pavia, Italy; Faculty of Engineering, University of Porto, Portugal; Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong},
    }
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    @ARTICLE{Gu2019409,
    author={Gu, A. and Zhou, Y. and Xiao, Y. and Li, Q. and Qu, G.},
    title={Experimental study and parameter analysis on the seismic performance of self-centering hybrid reinforced concrete shear walls},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2019},
    volume={116},
    pages={409-420},
    doi={10.1016/j.soildyn.2018.10.003},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85056186042&doi=10.1016%2fj.soildyn.2018.10.003&partnerID=40&md5=8a53dfc91c1ed893807d354ff9fb8fba},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China; China Shipbuilding NDRI Engineering co., Ltd, Shanghai, 200092, China},
    }
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    @ARTICLE{Morsali2019,
    author={Morsali, V. and Behnamfar, F.},
    title={Seismic damage-based design of steel moment frames},
    journal={European Journal of Environmental and Civil Engineering},
    year={2019},
    doi={10.1080/19648189.2019.1585963},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85064487085&doi=10.1080%2f19648189.2019.1585963&partnerID=40&md5=8914a5ae296a10bbde145abfefc12d86},
    affiliation={Department of Civil Engineering, Isfahan (Khorasgan) Branch Islamic Azad University, Isfahan, Iran; Department of Civil Engineering, Isfahan University of Technology, Esfahan, Iran},
    }
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    @ARTICLE{JabiniAsli2019,
    author={Jabini Asli, S. and Saffari, H. and Zahedi, M.J. and Saadatinezhad, M.},
    title={Comparing the performance of substructure and direct methods to estimate the effect of SSI on seismic response of mid-rise structures},
    journal={International Journal of Geotechnical Engineering},
    year={2019},
    doi={10.1080/19386362.2019.1597560},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063625437&doi=10.1080%2f19386362.2019.1597560&partnerID=40&md5=a88b9c36a25afb10033b18e90bc9237e},
    affiliation={Department of Civil Engineering, Graduate University of Advanced Technology, Kerman, Iran; Department of Civil Engineering, Shahid Bahonar University of Kerman, Kerman, Iran; Department of Civil Engineering, Faculty of Engineering, University of Zanjan, Zanjan, Iran},
    }
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    @CONFERENCE{Vivek201990,
    author={Vivek, B. and Raychowdhury, P.},
    title={Effects of Soil-Structure Interaction of FRP Confined Reinforced Concrete Structure under Lateral Cyclic Loading},
    journal={Geotechnical Special Publication},
    year={2019},
    volume={2019-March},
    number={GSP 308},
    pages={90-97},
    doi={10.1061/9780784482100.010},
    art_number={010},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063451343&doi=10.1061%2f9780784482100.010&partnerID=40&md5=76f1d7dcc83d2fdd9be779e87927cc78},
    affiliation={Dept. of Civil Engineering, Birla Institute of Technology and Science, Pilani-Dubai Campus, Dubai, 345055, United Arab Emirates; Dept. of Civil Engineering, Indian Institute of Technology, Kanpur, 208016, India},
    }
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    @ARTICLE{Lavorato201917,
    author={Lavorato, D. and Azeredo, J. and Bergami, A.V. and Salvador Filho, J.A.A. and Nuti, C. and Santini, S. and Briseghella, B.},
    title={RC column repaired with hpfrcc and confined with cfrp: numerical analyses to evaluate the column section capacity},
    journal={Lecture Notes in Civil Engineering},
    year={2019},
    volume={9},
    pages={17-29},
    doi={10.1007/978-981-10-8016-6_2},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060350721&doi=10.1007%2f978-981-10-8016-6_2&partnerID=40&md5=5ab61339cc34a0dba894b1f053fcba0d},
    affiliation={Department of Architecture, Roma Tre University, Largo Giovanni Battista Marzi, 10, Rome, Italy; Department of Civil Engineering, Federal Institute of Education Science and Technology of São Paulo, Campus Caraguatatuba, Alameda Bahia, Caraguatatuba, 1739, Brazil; College of Civil Engineering, Fuzhou University, University Town, 2 Xue Yuan Road, Fuzhou, China},
    }
  • T. Tong, W. Zhuo, and Z. Liu, “Seismic performance of precast segmental bridge piers with high-strength bars based on cyclic loading test and numerical simulation.” 2019, p. S26-25-S26-32.
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    @CONFERENCE{Tong2019S26-25,
    author={Tong, T. and Zhuo, W. and Liu, Z.},
    title={Seismic performance of precast segmental bridge piers with high-strength bars based on cyclic loading test and numerical simulation},
    journal={IABSE Symposium, Nantes 2018: Tomorrow's Megastructures},
    year={2019},
    pages={S26-25-S26-32},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059378017&partnerID=40&md5=e3c3fc16111ef507abaef5b4b48ef73b},
    affiliation={School of Civil Engineering, Southeast University, Nanjing, China},
    }
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    [Bibtex]
    @CONFERENCE{Mercado2019118,
    author={Mercado, J.A. and Arboleda-Monsalve, L.G. and Terzic, V.},
    title={Seismic Soil-Structure Interaction Response of Tall Buildings},
    journal={Geotechnical Special Publication},
    year={2019},
    volume={2019-March},
    number={GSP 308},
    pages={118-128},
    doi={10.1061/9780784482100.013},
    art_number={013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063494659&doi=10.1061%2f9780784482100.013&partnerID=40&md5=8f10561af2a291906ba8755b0455428e},
    affiliation={Dept. of Civil, Environmental, and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816, United States; Dept. of Civil Engineering and Construction Management, California State Univ., Long Beach, CA 90840, United States},
    }
  • [DOI] Y. Liu, H. Wang, C. Qiu, and X. Zhao, “Seismic behavior of superelastic shape memory alloy spring in base isolation system of multi-story steel frame,” Materials, vol. 12, iss. 6, 2019.
    [Bibtex]
    @ARTICLE{Liu2019,
    author={Liu, Y. and Wang, H. and Qiu, C. and Zhao, X.},
    title={Seismic behavior of superelastic shape memory alloy spring in base isolation system of multi-story steel frame},
    journal={Materials},
    year={2019},
    volume={12},
    number={6},
    doi={10.3390/ma12060997},
    art_number={997},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85064207828&doi=10.3390%2fma12060997&partnerID=40&md5=75dcc8fccb4469a7cffaad553c81a2c5},
    affiliation={School of Civil Engineering, Shandong University, Jinan, 250061, China; Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China},
    }
  • [DOI] Y. Q. Qiu, H. B. Mason, and M. H. Scott, “Pore water response of seabed soils during multi-hazards: model validation.” 2019, pp. 181-188.
    [Bibtex]
    @CONFERENCE{Qiu2019181,
    author={Qiu, Y.Q. and Mason, H.B. and Scott, M.H.},
    title={Pore Water Response of Seabed Soils during Multi-Hazards: Model Validation},
    journal={Geotechnical Special Publication},
    year={2019},
    volume={2019-March},
    number={GSP 308},
    pages={181-188},
    doi={10.1061/9780784482100.019},
    art_number={019},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063485913&doi=10.1061%2f9780784482100.019&partnerID=40&md5=6625d8ac0559473be0bf1f6d4863bf9d},
    affiliation={School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331, United States; Honors College, Oregon State Univ., 450 Learning Innovation Center, Corvallis, OR 97331, United States},
    }
  • Z. Liu, G. Lu, and W. Zhuo, “Experimental study on seismic behaviour of precast piers with combined grouted sleeve splice and grouted central tenon.” 2019, p. S23-57-S23-64.
    [Bibtex]
    @CONFERENCE{Liu2019S23-57,
    author={Liu, Z. and Lu, G. and Zhuo, W.},
    title={Experimental study on seismic behaviour of precast piers with combined grouted sleeve splice and grouted central tenon},
    journal={IABSE Symposium, Nantes 2018: Tomorrow's Megastructures},
    year={2019},
    pages={S23-57-S23-64},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059437712&partnerID=40&md5=64d3b55a7c9b87a9eddde3eebd37486d},
    affiliation={Southeast University, Nanjing, China},
    }
  • [DOI] R. M. Oinam and D. R. Sahoo, “Numerical evaluation of cyclic performance of damaged rc frames using passive devices,” Lecture notes in civil engineering, vol. 12, pp. 687-697, 2019.
    [Bibtex]
    @ARTICLE{Oinam2019687,
    author={Oinam, R.M. and Sahoo, D.R.},
    title={Numerical evaluation of cyclic performance of damaged RC frames using passive devices},
    journal={Lecture Notes in Civil Engineering},
    year={2019},
    volume={12},
    pages={687-697},
    doi={10.1007/978-981-13-0365-4_58},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060334195&doi=10.1007%2f978-981-13-0365-4_58&partnerID=40&md5=a5415283c93c6a454faa7e83b9b2673f},
    affiliation={National Institute of Technology, Warangal, 506004, India; Department of Civil Engineering, Indian Institute of Technology Delhi, Delhi, New Delhi 110016, India},
    }
  • [DOI] S. Gajan and M. Kayser, “Quantification of the influence of subsurface uncertainties on the performance of rocking foundations during seismic loading,” Soil dynamics and earthquake engineering, vol. 116, pp. 1-14, 2019.
    [Bibtex]
    @ARTICLE{Gajan20191,
    author={Gajan, S. and Kayser, M.},
    title={Quantification of the influence of subsurface uncertainties on the performance of rocking foundations during seismic loading},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2019},
    volume={116},
    pages={1-14},
    doi={10.1016/j.soildyn.2018.09.029},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055505607&doi=10.1016%2fj.soildyn.2018.09.029&partnerID=40&md5=5c6e18601b85d40a154657b14c5ff831},
    affiliation={Department of Civil Engineering, State University of New York (SUNY) Polytechnic Institute, 100 Seymour Road, Utica, NY 13502, United States; Department of Civil, Construction and Environmental Engineering, North Carolina State University, Raleigh, NC 27695, United States},
    }
  • [DOI] X. -H. -C. He, X. -X. Yuan, and W. -J. Yi, “Irregularity index for quick identification of worst column removal scenarios of rc frame structures,” Engineering structures, vol. 178, pp. 191-205, 2019.
    [Bibtex]
    @ARTICLE{He2019191,
    author={He, X.-H.-C. and Yuan, X.-X. and Yi, W.-J.},
    title={Irregularity index for quick identification of worst column removal scenarios of RC frame structures},
    journal={Engineering Structures},
    year={2019},
    volume={178},
    pages={191-205},
    doi={10.1016/j.engstruct.2018.10.026},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055023676&doi=10.1016%2fj.engstruct.2018.10.026&partnerID=40&md5=e5a8e89ca7657bf204ef6e0824c3bef4},
    affiliation={College of Civil Engineering, Hunan University, Changsha, Hunan, China; Department of Civil Engineering, Ryerson University, Toronto, ON, Canada},
    }
  • [DOI] T. -T. Tran, A. -T. Cao, and D. Kim, “Vc4owt: matlab interface for vibration control of offshore wind turbine,” Lecture notes in civil engineering, vol. 18, pp. 530-536, 2019.
    [Bibtex]
    @ARTICLE{Tran2019530,
    author={Tran, T.-T. and Cao, A.-T. and Kim, D.},
    title={VC4OWT: MATLAB interface for vibration control of offshore wind turbine},
    journal={Lecture Notes in Civil Engineering},
    year={2019},
    volume={18},
    pages={530-536},
    doi={10.1007/978-981-13-2306-5_75},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060344411&doi=10.1007%2f978-981-13-2306-5_75&partnerID=40&md5=2dd4da5ff2484a834c93fa7859586dfe},
    affiliation={Department of Civil Engineering, Kunsan National University, Gunsan, South Korea; Faculty of Technology and Technique, Quy-Nhon University, Quy Nhon, Viet Nam},
    }
  • J. Guo and W. Yuan, “Near-fault isolation of cable-stayed bridge in longitudinal direction using linear friction damper.” 2019, p. S4-31-S4-38.
    [Bibtex]
    @CONFERENCE{Guo2019S4-31,
    author={Guo, J. and Yuan, W.},
    title={Near-fault isolation of cable-stayed bridge in longitudinal direction using linear friction damper},
    journal={IABSE Symposium, Nantes 2018: Tomorrow's Megastructures},
    year={2019},
    pages={S4-31-S4-38},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059374403&partnerID=40&md5=2656c6a925814236b248a9538dd05a6a},
    affiliation={Guo and Yuan Partners, Tongji University, 1239, Siping Road, Shanghai, China},
    }
  • [DOI] Y. Yao, D. Zhao, and Z. Liu, “Research on hysteretic behaviour of high-strength concrete shear wall plate for steel tube in building construction,” International journal of microstructure and materials properties, vol. 14, iss. 2, pp. 123-138, 2019.
    [Bibtex]
    @ARTICLE{Yao2019123,
    author={Yao, Y. and Zhao, D. and Liu, Z.},
    title={Research on hysteretic behaviour of high-strength concrete shear wall plate for steel tube in building construction},
    journal={International Journal of Microstructure and Materials Properties},
    year={2019},
    volume={14},
    number={2},
    pages={123-138},
    doi={10.1504/IJMMP.2019.099221},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065056092&doi=10.1504%2fIJMMP.2019.099221&partnerID=40&md5=562976e6686d363f8a2899db60232ad4},
    affiliation={Luohe Vocational Technical College, Luohe, 462000, China; School of Mechanical Engineering, Hunan University of Technology, Zhuzhou, 412007, China},
    }
  • O. Serban and L. Tirca, “Performance metrics for seismic-resilient steel braced frame buildings.” 2019, pp. 2223-2230.
    [Bibtex]
    @CONFERENCE{Serban20192223,
    author={Serban, O. and Tirca, L.},
    title={Performance metrics for seismic-resilient steel braced frame buildings},
    journal={Life-Cycle Analysis and Assessment in Civil Engineering: Towards an Integrated Vision - Proceedings of the 6th International Symposium on Life-Cycle Civil Engineering, IALCCE 2018},
    year={2019},
    pages={2223-2230},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063969672&partnerID=40&md5=b4b02d08ed316ccf9f0c4df9ceaa6c2e},
    affiliation={Concordia University, Montreal, Canada},
    }
  • [DOI] J. Ramirez, S. Dashti, A. Liel, and B. Paramasivam, “An experimental and numerical study of prefabricated vertical drains as a liquefaction countermeasure for mat-founded structures.” 2019, pp. 219-228.
    [Bibtex]
    @CONFERENCE{Ramirez2019219,
    author={Ramirez, J. and Dashti, S. and Liel, A. and Paramasivam, B.},
    title={An Experimental and Numerical Study of Prefabricated Vertical Drains as a Liquefaction Countermeasure for Mat-Founded Structures},
    journal={Geotechnical Special Publication},
    year={2019},
    volume={2019-March},
    number={GSP 308},
    pages={219-228},
    doi={10.1061/9780784482100.023},
    art_number={023},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063468416&doi=10.1061%2f9780784482100.023&partnerID=40&md5=6aa593e5519c498890f699b02525abfc},
    affiliation={Civil, Environmental, and Architectural Engineering Dept., Univ. of Colorado Boulder, United States},
    }
  • [DOI] A. F. Ghowsi, A. Faqiri, and D. R. Sahoo, “Numerical study on cyclic response of self-centering steel buckling-restrained braces,” Lecture notes in civil engineering, vol. 11, pp. 589-598, 2019.
    [Bibtex]
    @ARTICLE{Ghowsi2019589,
    author={Ghowsi, A.F. and Faqiri, A. and Sahoo, D.R.},
    title={Numerical study on cyclic response of self-centering steel buckling-restrained braces},
    journal={Lecture Notes in Civil Engineering},
    year={2019},
    volume={11},
    pages={589-598},
    doi={10.1007/978-981-13-0362-3_47},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060327022&doi=10.1007%2f978-981-13-0362-3_47&partnerID=40&md5=3f8c4b0165b7cd139e4172986cb5d1ee},
    affiliation={Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, 110016, India; Department of Civil Engineering, Herat University, Herat, 3001, Afghanistan},
    }
  • [DOI] A. A. Hedayat, E. Ahmadi Afzadi, H. Kalantaripour, E. Morshedi, and A. Iranpour, “A new predictive model for the minimum strength requirement of steel moment frames using artificial neural network,” Soil dynamics and earthquake engineering, vol. 116, pp. 69-81, 2019.
    [Bibtex]
    @ARTICLE{Hedayat201969,
    author={Hedayat, A.A. and Ahmadi Afzadi, E. and Kalantaripour, H. and Morshedi, E. and Iranpour, A.},
    title={A new predictive model for the minimum strength requirement of steel moment frames using artificial neural network},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2019},
    volume={116},
    pages={69-81},
    doi={10.1016/j.soildyn.2018.09.046},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055665656&doi=10.1016%2fj.soildyn.2018.09.046&partnerID=40&md5=8573fd940710e240099ca0a4ba42bef5},
    affiliation={Department of Civil Engineering, Kerman-branch, Islamic Azad University, Kerman, Iran; Pars Sustainable Seismic Structures Co., Kerman, Iran; Department of Civil Engineering, Bardsir-Branch, Islamic Azad University, Kerman, Iran; Department of Civil Engineering, Shahid Bahonar University of Kerman, Kerman, Iran},
    }
  • [DOI] T. Y. Yang and H. Etebarian, “Enhancing the seismic performance of mid-rise wood-frame buildings with rigid spine columns,” Structural design of tall and special buildings, vol. 28, iss. 1, 2019.
    [Bibtex]
    @ARTICLE{Yang2019,
    author={Yang, T.Y. and Etebarian, H.},
    title={Enhancing the seismic performance of mid-rise wood-frame buildings with rigid spine columns},
    journal={Structural Design of Tall and Special Buildings},
    year={2019},
    volume={28},
    number={1},
    doi={10.1002/tal.1556},
    art_number={e1556},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054542323&doi=10.1002%2ftal.1556&partnerID=40&md5=77f7caa0c4652c18d9a35715935737dc},
    affiliation={International Joint Research Laboratory of Earthquake Engineering, Shanghai, China; Department of Civil Engineering, University of British Columbia, Vancouver, BC, Canada},
    }
  • [DOI] N. Sharma, K. Dasgupta, and A. Dey, “Importance of inclusion of soil–structure interaction studies in design codes,” Lecture notes in civil engineering, vol. 12, pp. 233-244, 2019.
    [Bibtex]
    @ARTICLE{Sharma2019233,
    author={Sharma, N. and Dasgupta, K. and Dey, A.},
    title={Importance of inclusion of soil–structure interaction studies in design codes},
    journal={Lecture Notes in Civil Engineering},
    year={2019},
    volume={12},
    pages={233-244},
    doi={10.1007/978-981-13-0365-4_20},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060331537&doi=10.1007%2f978-981-13-0365-4_20&partnerID=40&md5=2f30aa7e9bf4a0eff2356c16a1eef9f0},
    affiliation={Department of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, 781039, India},
    }
  • [DOI] Y. Gao, F. Jin, and Y. Xu, “Transient analysis of dam-reservoir interaction using a high-order doubly asymptotic open boundary,” Journal of engineering mechanics, vol. 145, iss. 1, 2019.
    [Bibtex]
    @ARTICLE{Gao2019,
    author={Gao, Y. and Jin, F. and Xu, Y.},
    title={Transient analysis of dam-reservoir interaction using a high-order doubly asymptotic open boundary},
    journal={Journal of Engineering Mechanics},
    year={2019},
    volume={145},
    number={1},
    doi={10.1061/(ASCE)EM.1943-7889.0001553},
    art_number={04018119},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055537284&doi=10.1061%2f%28ASCE%29EM.1943-7889.0001553&partnerID=40&md5=8b0557ec52bde153f188364e3b70f49f},
    affiliation={College of Civil Engineering, Huaqiao Univ., Xiamen, 362021, China; State Key Laboratory of Hydroscience and Hydraulic Engineering, Tsinghua Univ., Beijing, 100084, China},
    }
  • [DOI] F. Barbagallo, M. Bosco, A. Ghersi, E. M. Marino, and P. P. Rossi, “Seismic assessment of steel mrfs by cyclic pushover analysis,” Open construction and building technology journal, vol. 13, iss. 1, pp. 12-26, 2019.
    [Bibtex]
    @ARTICLE{Barbagallo201912,
    author={Barbagallo, F. and Bosco, M. and Ghersi, A. and Marino, E.M. and Rossi, P.P.},
    title={Seismic assessment of steel MRFs by cyclic pushover analysis},
    journal={Open Construction and Building Technology Journal},
    year={2019},
    volume={13},
    number={1},
    pages={12-26},
    doi={10.2174/18748368019130012},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061557219&doi=10.2174%2f18748368019130012&partnerID=40&md5=71a9a3cf2eecd77c3bad386b828387a8},
    affiliation={Department of Civil Engineering and Architecture, University of Catania, via Santa Sofia, 64, Catania, Italy},
    }
  • A. Anžlin and L. J. Prendergast, “Influence of local scour at multiple piers on the vibration characteristics of a bridge under seismic excitation.” 2019, pp. 869-875.
    [Bibtex]
    @CONFERENCE{Anzlin2019869,
    author={Anžlin, A. and Prendergast, L.J.},
    title={Influence of local scour at multiple piers on the vibration characteristics of a bridge under seismic excitation},
    journal={IABSE Symposium, Guimaraes 2019: Towards a Resilient Built Environment Risk and Asset Management - Report},
    year={2019},
    pages={869-875},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065343242&partnerID=40&md5=e4f6bd43a67d520ef3b4d64e53615b08},
    affiliation={Slovenian National Building and Civil Engineering Institute, Ljubljana, Slovenia; University of Nottingham, Nottingham, United Kingdom},
    }
  • [DOI] A. Ozturk, E. Baran, and C. Tort, “Nonlinear fiber modeling of steel-concrete partially composite beams with channel connectors,” Ksce journal of civil engineering, 2019.
    [Bibtex]
    @ARTICLE{Ozturk2019,
    author={Ozturk, A. and Baran, E. and Tort, C.},
    title={Nonlinear Fiber Modeling of Steel-Concrete Partially Composite Beams with Channel Connectors},
    journal={KSCE Journal of Civil Engineering},
    year={2019},
    doi={10.1007/s12205-019-1163-2},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060572904&doi=10.1007%2fs12205-019-1163-2&partnerID=40&md5=03e9d3bb94ce486e0c5ea42ae3194dc0},
    affiliation={Yüksel Project International Inc., Ankara, 06610, Turkey; Dept. of Civil Engineering, Middle East Technical University, Ankara, 06800, Turkey; Mitas Industry Inc., Ankara, 06800, Turkey},
    }
  • [DOI] M. Abbasi and M. A. Moustafa, “Effect of damping modeling and characteristics on seismic vulnerability assessment of multi-frame bridges,” Journal of earthquake engineering, 2019.
    [Bibtex]
    @ARTICLE{Abbasi2019,
    author={Abbasi, M. and Moustafa, M.A.},
    title={Effect of Damping Modeling and Characteristics on Seismic Vulnerability Assessment of Multi-Frame Bridges},
    journal={Journal of Earthquake Engineering},
    year={2019},
    doi={10.1080/13632469.2019.1592791},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063969260&doi=10.1080%2f13632469.2019.1592791&partnerID=40&md5=bd7a9c3e90812479179820780623ee43},
    affiliation={Department of Civil and Environmental Engineering, University of Nevada, Reno, NV, United States},
    }
  • [DOI] Z. -K. Cai, Z. Zhou, and Z. Wang, “Influencing factors of residual drifts of precast segmental bridge columns with energy dissipation bars,” Advances in structural engineering, vol. 22, iss. 1, pp. 126-140, 2019.
    [Bibtex]
    @ARTICLE{Cai2019126,
    author={Cai, Z.-K. and Zhou, Z. and Wang, Z.},
    title={Influencing factors of residual drifts of precast segmental bridge columns with energy dissipation bars},
    journal={Advances in Structural Engineering},
    year={2019},
    volume={22},
    number={1},
    pages={126-140},
    doi={10.1177/1369433218780545},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048788152&doi=10.1177%2f1369433218780545&partnerID=40&md5=61df0ed1e73913b0da649f45fa441c05},
    affiliation={Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin, China; Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, China; School of Management, Harbin Institute of Technology, Harbin, China},
    }
  • [DOI] H. Dong, X. Du, and Q. Han, “Seismic responses of steel frame structures with self-centering energy dissipation braced on shape memory alloy cables,” Advances in structural engineering, 2019.
    [Bibtex]
    @ARTICLE{Dong2019,
    author={Dong, H. and Du, X. and Han, Q.},
    title={Seismic responses of steel frame structures with self-centering energy dissipation braced on shape memory alloy cables},
    journal={Advances in Structural Engineering},
    year={2019},
    doi={10.1177/1369433219834752},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063027809&doi=10.1177%2f1369433219834752&partnerID=40&md5=919111b9c38fccffdefa312b06f8ff02},
    affiliation={Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China},
    }
  • [DOI] B. H. Choi, L. B. Moreno, C. -S. Lim, D. -D. Nguyen, and T. -H. Lee, “Seismic performance evaluation of a fully integral concrete bridge with end-restraining abutments,” Advances in civil engineering, vol. 2019, 2019.
    [Bibtex]
    @ARTICLE{Choi2019,
    author={Choi, B.H. and Moreno, L.B. and Lim, C.-S. and Nguyen, D.-D. and Lee, T.-H.},
    title={Seismic performance evaluation of a fully integral concrete bridge with end-restraining abutments},
    journal={Advances in Civil Engineering},
    year={2019},
    volume={2019},
    doi={10.1155/2019/6873096},
    art_number={6873096},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063620706&doi=10.1155%2f2019%2f6873096&partnerID=40&md5=a3e1f3b8556b3c5609ce5a394e85fa2a},
    affiliation={Department of Civil Engineering, Hanbat National University, Yuseong-gu, Daejeon, 34158, South Korea; Sunkoo Engineering Co, Ltd., Sunkoo Square, 85 Anyangpangyo-ro, Uiwang-si, Gyeonggi-do, 16004, South Korea; Department of Civil Engineering, Konkuk University, 120 Neudong-ro, Gwangjin-gu, Seoul, 05029, South Korea; Department of Civil Engineering, Vinh University, 182 Le Duan, Vinh, 461010, Viet Nam},
    }
  • [DOI] Y. Liang, J. -L. Yan, J. -L. Wang, P. Zhang, and B. -J. He, “Analysis on the time-varying fragility of offshore concrete bridge,” Complexity, vol. 2019, 2019.
    [Bibtex]
    @ARTICLE{Liang2019,
    author={Liang, Y. and Yan, J.-L. and Wang, J.-L. and Zhang, P. and He, B.-J.},
    title={Analysis on the Time-Varying Fragility of Offshore Concrete Bridge},
    journal={Complexity},
    year={2019},
    volume={2019},
    doi={10.1155/2019/2739212},
    art_number={2739212},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061301617&doi=10.1155%2f2019%2f2739212&partnerID=40&md5=b92eac013fbc54af4656738a5f04b45b},
    affiliation={College of Civil Engineering, Zhengzhou University, Zhengzhou, China; School of Chemical Engineering and Energy, Zhengzhou University, Zhengzhou, China; School of Water Conservancy and Environment, Zhengzhou University, Zhengzhou, China; Faculty of Built Environment, University of New South Wales, Sydney, NSW 2052, Australia},
    }
  • [DOI] E. Ccanchi and A. Taboada, “Evaluation of the seismic performance of a dwelling of confined masonry walls,” Rilem bookseries, vol. 18, pp. 1382-1391, 2019.
    [Bibtex]
    @ARTICLE{Ccanchi20191382,
    author={Ccanchi, E. and Taboada, A.},
    title={Evaluation of the Seismic Performance of a Dwelling of Confined Masonry Walls},
    journal={RILEM Bookseries},
    year={2019},
    volume={18},
    pages={1382-1391},
    doi={10.1007/978-3-319-99441-3_148},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052327135&doi=10.1007%2f978-3-319-99441-3_148&partnerID=40&md5=2a446d968fb4b28d2ee33a02cace4cb3},
    affiliation={Department of Civil Engineering, Pontifical University Catholic of Chile, Santiago, Chile},
    }

2018

  • [DOI] Y. Zhang, “A study on the higher mode effect of rocking self-centering tall piers [摇摆自复位高墩高阶效应研究],” Zhendong yu chongji/journal of vibration and shock, vol. 37, iss. 24, pp. 66-71, 2018.
    [Bibtex]
    @ARTICLE{Zhang201866,
    author={Zhang, Y.},
    title={A study on the higher mode effect of rocking self-centering tall piers [摇摆自复位高墩高阶效应研究]},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={24},
    pages={66-71},
    doi={10.13465/j.cnki.jvs.2018.24.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061584698&doi=10.13465%2fj.cnki.jvs.2018.24.011&partnerID=40&md5=038fe7e58a0d3832f1e760c74b2928a1},
    affiliation={School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China},
    }
  • [DOI] W. Wu, L. Li, S. Tang, and X. Zhang, “Sensitivity investigation of modeling uncertainty for seismic demand analysis of bridges [桥梁地震需求分析中建模不确定性的敏感性研究],” Zhendong yu chongji/journal of vibration and shock, vol. 37, iss. 24, p. 257-264 and 270, 2018.
    [Bibtex]
    @ARTICLE{Wu2018,
    author={Wu, W. and Li, L. and Tang, S. and Zhang, X.},
    title={Sensitivity investigation of modeling uncertainty for seismic demand analysis of bridges [桥梁地震需求分析中建模不确定性的敏感性研究]},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={24},
    pages={257-264 and 270},
    doi={10.13465/j.cnki.jvs.2018.24.038},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061581485&doi=10.13465%2fj.cnki.jvs.2018.24.038&partnerID=40&md5=705fccaeef031d7a0c9b2a9aae271545},
    affiliation={College of Civil Engineering and Mechanics, Xiangtan University, Xiangtan, 411105, China; College of Civil Engineering, Hunan University, Changsha, 410082, China; Key Laboratory of Dynamics and Reliability of Structures, College of Hunan Province, Xiangtan University, Xiangtan, 411105, China},
    }
  • [DOI] C. Xia and C. Liu, “Explicit fiber element and its application to piers under multipulse near-fault earthquake motion,” Structural design of tall and special buildings, vol. 27, iss. 18, 2018.
    [Bibtex]
    @ARTICLE{Xia2018,
    author={Xia, C. and Liu, C.},
    title={Explicit fiber element and its application to piers under multipulse near-fault earthquake motion},
    journal={Structural Design of Tall and Special Buildings},
    year={2018},
    volume={27},
    number={18},
    doi={10.1002/tal.1547},
    art_number={e1547},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052787421&doi=10.1002%2ftal.1547&partnerID=40&md5=9eaaa44586ce8a3e04e7c9c8928954c9},
    affiliation={Institute of Earthquake Engineering, Dalian University of Technology, Dalian City, China; State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian City, China},
    }
  • [DOI] G. Baltzopoulos, R. Baraschino, I. Iervolino, and D. Vamvatsikos, “Dynamic analysis of single-degree-of-freedom systems (dyanas): a graphical user interface for opensees,” Engineering structures, vol. 177, pp. 395-408, 2018.
    [Bibtex]
    @ARTICLE{Baltzopoulos2018395,
    author={Baltzopoulos, G. and Baraschino, R. and Iervolino, I. and Vamvatsikos, D.},
    title={Dynamic analysis of single-degree-of-freedom systems (DYANAS): A graphical user interface for OpenSees},
    journal={Engineering Structures},
    year={2018},
    volume={177},
    pages={395-408},
    doi={10.1016/j.engstruct.2018.09.078},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054301898&doi=10.1016%2fj.engstruct.2018.09.078&partnerID=40&md5=7b1d376fbbeae71468731b0adf4585d3},
    affiliation={University of Naples Federico II, Department of Structures for Engineering and Architecture, Via Claudio 21, Naples, Italy; National Technical University of Athens, Department of Civil Engineering, Heroon Polytechneiou 9, Athens, Greece},
    }
  • [DOI] G. Blasi, F. De Luca, and M. A. Aiello, “Brittle failure in rc masonry infilled frames: the role of infill overstrength,” Engineering structures, vol. 177, pp. 506-518, 2018.
    [Bibtex]
    @ARTICLE{Blasi2018506,
    author={Blasi, G. and De Luca, F. and Aiello, M.A.},
    title={Brittle failure in RC masonry infilled frames: The role of infill overstrength},
    journal={Engineering Structures},
    year={2018},
    volume={177},
    pages={506-518},
    doi={10.1016/j.engstruct.2018.09.079},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054425946&doi=10.1016%2fj.engstruct.2018.09.079&partnerID=40&md5=5e0ad7550ecf1a7f5e9e1e07b297686c},
    affiliation={Department of Civil Engineering, University of Bristol, Queen's Building, University Walk, Bristol, BS8 1TR, United Kingdom; Department of Innovation Engineering, University of Salento, Via Monteroni, Lecce, 73100, Italy},
    }
  • [DOI] T. -H. Lee, V. -H. Nguyen, V. -T. Phan, and D. -D. Nguyen, “Seismic margin assessment of a reinforced concrete skewed bridge in a nuclear power plant.” 2018.
    [Bibtex]
    @CONFERENCE{Lee2018,
    author={Lee, T.-H. and Nguyen, V.-H. and Phan, V.-T. and Nguyen, D.-D.},
    title={Seismic margin assessment of a reinforced concrete skewed bridge in a nuclear power plant},
    journal={MATEC Web of Conferences},
    year={2018},
    volume={251},
    doi={10.1051/matecconf/201825102019},
    art_number={02019},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059182728&doi=10.1051%2fmatecconf%2f201825102019&partnerID=40&md5=f5e17ce6e1bc8f0ca9f2969fe68c6084},
    affiliation={Department of Civil Engineering, Konkuk University, Seoul, South Korea; Department of Civil Engineering, Vinh University, Vinh, Viet Nam; Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow, 129337, Russian Federation},
    }
  • Z. Sun, Y. Liu, B. Si, and Y. Shi, “Nonlinear analysis model for pile-soil-pier interaction based on opensees platform [基于opensees的桩-土-桥墩相互作用非线性数值分析模型],” World information on earthquake engineering, vol. 34, iss. 4, pp. 67-74, 2018.
    [Bibtex]
    @ARTICLE{Sun201867,
    author={Sun, Z. and Liu, Y. and Si, B. and Shi, Y.},
    title={Nonlinear analysis model for pile-soil-pier interaction based on OpenSees platform [基于OpenSees的桩-土-桥墩相互作用非线性数值分析模型]},
    journal={World Information on Earthquake Engineering},
    year={2018},
    volume={34},
    number={4},
    pages={67-74},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061702573&partnerID=40&md5=da62c8e27de68aad6702268d6d2ae99b},
    affiliation={School of Civil Engineering, Institute of Disaster Prevention, Beijing, 101601, China; Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, 116024, China; School of Civil Engineering, Lanzhou University of Technology, Lanzhou, 730050, China},
    }
  • [DOI] Z. Qiang, L. Yaozhuang, and K. Kolozvari, “Numerical modeling of steel–concrete composite structures,” Structural concrete, vol. 19, iss. 6, pp. 1727-1739, 2018.
    [Bibtex]
    @ARTICLE{Qiang20181727,
    author={Qiang, Z. and Yaozhuang, L. and Kolozvari, K.},
    title={Numerical modeling of steel–concrete composite structures},
    journal={Structural Concrete},
    year={2018},
    volume={19},
    number={6},
    pages={1727-1739},
    doi={10.1002/suco.201700094},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045081132&doi=10.1002%2fsuco.201700094&partnerID=40&md5=6a1098adcf28d100d10a2c2792407e6d},
    affiliation={Institute of Disaster Prevention Science and Safety Technology, Central South University, Changsha, China; Department of Civil and Environment Engineering, California State University, Fullerton, CA, United States},
    }
  • [DOI] D. Forcellini and L. Gallanti, “Seismic assessment of storey isolation on tall buildings,” Innovative infrastructure solutions, vol. 3, iss. 1, 2018.
    [Bibtex]
    @ARTICLE{Forcellini2018,
    author={Forcellini, D. and Gallanti, L.},
    title={Seismic assessment of storey isolation on tall buildings},
    journal={Innovative Infrastructure Solutions},
    year={2018},
    volume={3},
    number={1},
    doi={10.1007/s41062-018-0163-2},
    art_number={58},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057818383&doi=10.1007%2fs41062-018-0163-2&partnerID=40&md5=c5d361cf25032646d421de66fd0d08ce},
    affiliation={University of San Marino, San Marino, San Marino},
    }
  • [DOI] T. Yarlagadda, H. Hajiloo, L. Jiang, M. Green, and A. Usmani, “Preliminary modelling of plasco tower collapse,” International journal of high-rise buildings, vol. 7, iss. 4, pp. 397-408, 2018.
    [Bibtex]
    @ARTICLE{Yarlagadda2018397,
    author={Yarlagadda, T. and Hajiloo, H. and Jiang, L. and Green, M. and Usmani, A.},
    title={Preliminary modelling of Plasco Tower collapse},
    journal={International Journal of High-Rise Buildings},
    year={2018},
    volume={7},
    number={4},
    pages={397-408},
    doi={10.21022/IJHRB.2018.7.4.397},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057784118&doi=10.21022%2fIJHRB.2018.7.4.397&partnerID=40&md5=e44017cd3c09852531555362a97969dd},
    affiliation={Department of Building Services Engineering, The Hong Kong Polytechnic University, Hong Kong; Department of Civil Engineering, Queen's University, Kingston, ON, Canada},
    }
  • [DOI] H. Hamidi, H. Khosravi, and R. Soleimani, “Fling-step ground motions simulation using theoretical-based green’s function technique for structural analysis,” Soil dynamics and earthquake engineering, vol. 115, pp. 232-245, 2018.
    [Bibtex]
    @ARTICLE{Hamidi2018232,
    author={Hamidi, H. and Khosravi, H. and Soleimani, R.},
    title={Fling-step ground motions simulation using theoretical-based Green's function technique for structural analysis},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2018},
    volume={115},
    pages={232-245},
    doi={10.1016/j.soildyn.2018.08.023},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052858792&doi=10.1016%2fj.soildyn.2018.08.023&partnerID=40&md5=acbe395dfe00baa45a3feebf8d9a50d7},
    affiliation={Faculty of Civil Engineering, Babol Noshirvani University of Technology, Iran},
    }
  • [DOI] D. Xu, P. Lü, W. Liu, W. Lu, and G. Xia, “Experimental study on seismic performance of light wood-framed shear walls with calcium silicate panels [硅酸钙板轻型木结构剪力墙抗震性能试验研究],” Jianzhu jiegou xuebao/journal of building structures, vol. 39, pp. 198-206, 2018.
    [Bibtex]
    @ARTICLE{Xu2018198,
    author={Xu, D. and Lü, P. and Liu, W. and Lu, W. and Xia, G.},
    title={Experimental study on seismic performance of light wood-framed shear walls with calcium silicate panels [硅酸钙板轻型木结构剪力墙抗震性能试验研究]},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    pages={198-206},
    doi={10.14006/j.jzjgxb.2018.S2.027},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063269280&doi=10.14006%2fj.jzjgxb.2018.S2.027&partnerID=40&md5=b5da158aafe0e9a652026ec905451e33},
    affiliation={College of Civil Engineering, Nanjing Tech University, Nanjing, 211816, China},
    }
  • [DOI] G. Eftekhar and G. Nouri, “Seismic performance assessment of high-rise buildings with different lateral load resisting systems under near-field earthquakes with fling step,” Iranian journal of science and technology – transactions of civil engineering, vol. 42, iss. 4, pp. 361-370, 2018.
    [Bibtex]
    @ARTICLE{Eftekhar2018361,
    author={Eftekhar, G. and Nouri, G.},
    title={Seismic Performance Assessment of High-Rise Buildings with Different Lateral Load Resisting Systems Under Near-Field Earthquakes with Fling Step},
    journal={Iranian Journal of Science and Technology - Transactions of Civil Engineering},
    year={2018},
    volume={42},
    number={4},
    pages={361-370},
    doi={10.1007/s40996-018-0116-1},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054920546&doi=10.1007%2fs40996-018-0116-1&partnerID=40&md5=e5f13b8c1ae232e93463dff192c4d80b},
    affiliation={Department of Engineering, Kharazmi University, Tehran, Iran},
    }
  • [DOI] C. Wu, Z. Pan, Y. L. Mo, M. Li, and S. Meng, “Modeling of shear-critical reinforced engineered cementitious composites members under reversed cyclic loading,” Structural concrete, vol. 19, iss. 6, pp. 1689-1701, 2018.
    [Bibtex]
    @ARTICLE{Wu20181689,
    author={Wu, C. and Pan, Z. and Mo, Y.L. and Li, M. and Meng, S.},
    title={Modeling of shear-critical reinforced engineered cementitious composites members under reversed cyclic loading},
    journal={Structural Concrete},
    year={2018},
    volume={19},
    number={6},
    pages={1689-1701},
    doi={10.1002/suco.201700231},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044276718&doi=10.1002%2fsuco.201700231&partnerID=40&md5=0b571ab88d1c34d3a3dfcc3bcfa116f5},
    affiliation={Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Kowloon, Hong Kong; College of Civil Engineering, Tongji University, Shanghai, China; Department of Civil and Environmental Engineering, University of Houston, Houston, TX, United States; Department of Civil and Environmental Engineering, University of California, Irvine, Irvine, CA, United States; School of Civil Engineering, Southeast University, Nanjing, China},
    }
  • [DOI] Z. Li, X. Wang, M. He, and W. Dong, “Experimental investigation of timber-steel hybrid walls and seismic design method for timber-steel hybrid structural system [钢木混合墙体抗侧性能试验及钢木混合结构抗震设计方法],” Jianzhu jiegou xuebao/journal of building structures, vol. 39, pp. 191-197, 2018.
    [Bibtex]
    @ARTICLE{Li2018191,
    author={Li, Z. and Wang, X. and He, M. and Dong, W.},
    title={Experimental investigation of timber-steel hybrid walls and seismic design method for timber-steel hybrid structural system [钢木混合墙体抗侧性能试验及钢木混合结构抗震设计方法]},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    pages={191-197},
    doi={10.14006/j.jzjgxb.2018.S2.026},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063298360&doi=10.14006%2fj.jzjgxb.2018.S2.026&partnerID=40&md5=fccb2cdaa96a50f285b1e2cddf6e5bdd},
    affiliation={Department of Structural Engineering, Tongji University, Shanghai, 200092, China; Department of Civil & Natural Resources Engineering, University of Canterbury, Christchurch, 8041, New Zealand},
    }
  • [DOI] M. G. Sfahani and H. Guana, “An extended cloud analysis method for seismic fragility assessment of highway bridges,” Earthquake and structures, vol. 15, iss. 6, pp. 605-616, 2018.
    [Bibtex]
    @ARTICLE{Sfahani2018605,
    author={Sfahani, M.G. and Guana, H.},
    title={An extended cloud analysis method for seismic fragility assessment of highway bridges},
    journal={Earthquake and Structures},
    year={2018},
    volume={15},
    number={6},
    pages={605-616},
    doi={10.12989/eas.2018.15.6.605},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059390465&doi=10.12989%2feas.2018.15.6.605&partnerID=40&md5=24794fa4fbada4f710cf374430ec94a0},
    affiliation={Griffith School of Engineering and Built Environment, Griffith University Gold Coast CampusQLD 4222, Australia},
    }
  • J. -W. Wang, S. -G. Ding, W. -G. Bai, Y. -Q. Zhang, and J. Guo, “Seismic damage assessment and influence parameter analysis of precast segmental prestressed piers [装配式预应力桥墩地震损伤评估及影响参数分析],” Zhongguo gonglu xuebao/china journal of highway and transport, vol. 31, iss. 12, pp. 258-266, 2018.
    [Bibtex]
    @ARTICLE{Wang2018258,
    author={Wang, J.-W. and Ding, S.-G. and Bai, W.-G. and Zhang, Y.-Q. and Guo, J.},
    title={Seismic Damage Assessment and Influence Parameter Analysis of Precast Segmental Prestressed Piers [装配式预应力桥墩地震损伤评估及影响参数分析]},
    journal={Zhongguo Gonglu Xuebao/China Journal of Highway and Transport},
    year={2018},
    volume={31},
    number={12},
    pages={258-266},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062297700&partnerID=40&md5=46e7a7d1481fbf547ed8579fd2a84d9f},
    affiliation={School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, Hebei 050043, China; Key Laboratory of Roads and Railway Engineering Safety Control of Ministry of Education, Shijiazhuang Tiedao University, Shijiazhuang, Hebei 050043, China},
    }
  • [DOI] X. Wang and Y. Qian, “Sensitivity analysis of the seismic demands of frame structures [框架结构地震需求敏感性分析],” Zhendong yu chongji/journal of vibration and shock, vol. 37, iss. 22, pp. 104-110, 2018.
    [Bibtex]
    @ARTICLE{Wang2018104,
    author={Wang, X. and Qian, Y.},
    title={Sensitivity analysis of the seismic demands of frame structures [框架结构地震需求敏感性分析]},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={22},
    pages={104-110},
    doi={10.13465/j.cnki.jvs.2018.22.016},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060036871&doi=10.13465%2fj.cnki.jvs.2018.22.016&partnerID=40&md5=0793b8e5d5fbbe5ce53d70793f435e6b},
    affiliation={Civil Engineering School, Southwest Jiaotong University, Chengdu, 610031, China},
    }
  • [DOI] H. Li and L. Li, “Bridge fragility analysis based on an improved uniform design-response surface methodology [基于改进均匀设计响应面的桥梁地震易损性分析],” Zhendong yu chongji/journal of vibration and shock, vol. 37, iss. 22, pp. 245-254, 2018.
    [Bibtex]
    @ARTICLE{Li2018245,
    author={Li, H. and Li, L.},
    title={Bridge fragility analysis based on an improved uniform design-response surface methodology [基于改进均匀设计响应面的桥梁地震易损性分析]},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={22},
    pages={245-254},
    doi={10.13465/j.cnki.jvs.2018.22.037},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060019894&doi=10.13465%2fj.cnki.jvs.2018.22.037&partnerID=40&md5=d69f1ac6ea039a680455be7deca79095},
    affiliation={College of Civil Engineering, Hunan University, Changsha, 410082, China; Key Laboratory for Wind and Bridge Engineering of Hunan Province, Changsha, 410082, China},
    }
  • [DOI] T. Li, Y. Sui, M. Su, H. Zhang, and X. Gao, “Study on real time hybrid simulation test of an eccentrically braced frame as test sub-structure [偏心支撑框架子结构实时混合仿真试验研究],” Hunan daxue xuebao/journal of hunan university natural sciences, vol. 45, iss. 11, pp. 46-53, 2018.
    [Bibtex]
    @ARTICLE{Li201846,
    author={Li, T. and Sui, Y. and Su, M. and Zhang, H. and Gao, X.},
    title={Study on Real Time Hybrid Simulation Test of an Eccentrically Braced Frame as Test Sub-structure [偏心支撑框架子结构实时混合仿真试验研究]},
    journal={Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences},
    year={2018},
    volume={45},
    number={11},
    pages={46-53},
    doi={10.16339/j.cnki.hdxbzkb.2018.11.006},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061502775&doi=10.16339%2fj.cnki.hdxbzkb.2018.11.006&partnerID=40&md5=7ffd1559817a7d47b53192a806117d20},
    affiliation={School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, 710055, China; Key Laboratory of Structural Engineering and Earthquake Resistance of the Ministry of Education, Xi'an University of Architecture and Technology, Xi'an, 710055, China; MTS Systems Corporation, 14000 Technology Drive Eden PrairieMN 55344, United States},
    }
  • [DOI] H. Zhang, S. Hou, and J. Ou, “Validation of finite element model by smart aggregate-based stress monitoring,” Sensors (basel, switzerland), vol. 18, iss. 11, 2018.
    [Bibtex]
    @ARTICLE{Zhang2018,
    author={Zhang, H. and Hou, S. and Ou, J.},
    title={Validation of Finite Element Model by Smart Aggregate-Based Stress Monitoring},
    journal={Sensors (Basel, Switzerland)},
    year={2018},
    volume={18},
    number={11},
    doi={10.3390/s18114062},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057135021&doi=10.3390%2fs18114062&partnerID=40&md5=aba3e436252f73b1cd7627546400b05e},
    affiliation={Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen, 518055, China; Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin, 150090, China; School of Civil & Transportation Engineering, South China University of Technology, Guangzhou, 510641, China},
    }
  • [DOI] Z. Mei, B. Wu, G. Yang, and Y. Liu, “Model updating hybrid simulation of reinforced concrete structures [钢筋混凝土结构的模型更新混合试验方法],” Gongcheng kexue yu jishu/advanced engineering science, vol. 50, iss. 6, pp. 65-70, 2018.
    [Bibtex]
    @ARTICLE{Mei201865,
    author={Mei, Z. and Wu, B. and Yang, G. and Liu, Y.},
    title={Model Updating Hybrid Simulation of Reinforced Concrete Structures [钢筋混凝土结构的模型更新混合试验方法]},
    journal={Gongcheng Kexue Yu Jishu/Advanced Engineering Science},
    year={2018},
    volume={50},
    number={6},
    pages={65-70},
    doi={10.15961/j.jsuese.201800616},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061243740&doi=10.15961%2fj.jsuese.201800616&partnerID=40&md5=cf6e2b0b8baa4a3d75c1268fd90ad589},
    affiliation={College of Architecture & Environment, Sichuan Univ., Chengdu, 610065, China; School of Civil Eng. and Architecture, Wuhan Univ. of Technol., Wuhan, 430070, China; School of Civil Eng., Harbin Inst. of Technol., Harbin, 150090, China},
    }
  • [DOI] Y. Liu, J. Han, and X. Wang, “Investigation on seismic performance of bridge with self-centering friction dampers [具自复位摩擦阻尼器的桥梁隔震性能研究],” Gongcheng kexue yu jishu/advanced engineering science, vol. 50, iss. 6, pp. 77-83, 2018.
    [Bibtex]
    @ARTICLE{Liu201877,
    author={Liu, Y. and Han, J. and Wang, X.},
    title={Investigation on Seismic Performance of Bridge with Self-centering Friction Dampers [具自复位摩擦阻尼器的桥梁隔震性能研究]},
    journal={Gongcheng Kexue Yu Jishu/Advanced Engineering Science},
    year={2018},
    volume={50},
    number={6},
    pages={77-83},
    doi={10.15961/j.jsuese.201800601},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061269232&doi=10.15961%2fj.jsuese.201800601&partnerID=40&md5=1a70b414a3c06920362bacb5b6e251ba},
    affiliation={School of Civil Eng., Lanzhou Univ. of Technol., Lanzhou, 730050, China; School of Civil Eng., Northwest Univ. for Nationalities, Lanzhou, 730030, China},
    }
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    @ARTICLE{Kumar2018926,
    author={Kumar, M. and Whittaker, A.S.},
    title={Cross-platform implementation, verification and validation of advanced mathematical models of elastomeric seismic isolation bearings},
    journal={Engineering Structures},
    year={2018},
    volume={175},
    pages={926-943},
    doi={10.1016/j.engstruct.2018.08.047},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052664047&doi=10.1016%2fj.engstruct.2018.08.047&partnerID=40&md5=6f00c3c5b9eaf1004496496b7e286fd7},
    affiliation={Department of Civil Engineering, Indian Institute of Technology Bombay, Mumbai, India; Department of Civil, Structural and Environmental Engineering, University at Buffalo, NY, USA},
    }
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    @ARTICLE{Furtado2018645,
    author={Furtado, A. and Rodrigues, H. and Varum, H. and Arêde, A.},
    title={Mainshock-aftershock damage assessment of infilled RC structures},
    journal={Engineering Structures},
    year={2018},
    volume={175},
    pages={645-660},
    doi={10.1016/j.engstruct.2018.08.063},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054084741&doi=10.1016%2fj.engstruct.2018.08.063&partnerID=40&md5=4dc0b875c832dea47c08082688285b3b},
    affiliation={CONSTRUCT-LESE, Department of Civil Engineering, Faculdade de Engenharia da Universidade do Porto, Portugal; RISCO – School of Technology and Management, Polytechnic Institute of Leiria, Portugal},
    }
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    [Bibtex]
    @ARTICLE{Wu2018273,
    author={Wu, W. and Li, L.},
    title={System seismic fragility analysis methods for bridge structures [桥梁结构系统地震易损性分析方法研究]},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={21},
    pages={273-280},
    doi={10.13465/j.cnki.jvs.2018.21.039},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060309416&doi=10.13465%2fj.cnki.jvs.2018.21.039&partnerID=40&md5=3fa520e65f6679657844b39e6ae1f261},
    affiliation={College of Civil Engineering and Mechanics, Xiangtan University, Xiangtan, 411105, China; College of Civil Engineering, Hunan University, Changsha, 410082, China; Key Laboratory of Dynamics and Reliability of Structures, College of Hunan Province, Xiangtan University, Xiangtan, 411105, China},
    }
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    @CONFERENCE{Liu2018,
    author={Liu, L. and Zhong, T. and Fu, G. and Xiao, J.},
    title={Determination of reasonable damage index for suspension bridge tower},
    journal={IOP Conference Series: Materials Science and Engineering},
    year={2018},
    volume={439},
    number={4},
    doi={10.1088/1757-899X/439/4/042067},
    art_number={042067},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057559097&doi=10.1088%2f1757-899X%2f439%2f4%2f042067&partnerID=40&md5=e0269160e190230bc5088fdb16618cc8},
    affiliation={School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China},
    }
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    @CONFERENCE{Wang2018,
    author={Wang, Z. and Zhong, T. and Li, Z. and Sun, W.},
    title={Plastic hinge analysis of long-span rigid frame bridge},
    journal={IOP Conference Series: Materials Science and Engineering},
    year={2018},
    volume={439},
    number={4},
    doi={10.1088/1757-899X/439/4/042069},
    art_number={042069},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057537373&doi=10.1088%2f1757-899X%2f439%2f4%2f042069&partnerID=40&md5=67e53ad2434b7785133b10fde5cc80ea},
    affiliation={School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China},
    }
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    @ARTICLE{Zhang20181455,
    author={Zhang, J. and Bi, K. and Zheng, S. and Jia, H. and Zhang, D.-Y.},
    title={Seismic system reliability analysis of bridges using the multiplicative dimensional reduction method},
    journal={Structure and Infrastructure Engineering},
    year={2018},
    volume={14},
    number={11},
    pages={1455-1469},
    doi={10.1080/15732479.2018.1450428},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044201111&doi=10.1080%2f15732479.2018.1450428&partnerID=40&md5=6e79afe466deda6865a01bbdb690adb5},
    affiliation={Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, China; Centre for Infrastructure Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin University, Bentley, Australia; Department of Engineering Mechanics, Ontario Power Generation, Toronto, Canada},
    }
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    @ARTICLE{Xu2018736,
    author={Xu, C. and Deng, J. and Peng, S. and Li, C.},
    title={Seismic fragility analysis of steel reinforced concrete frame structures based on different engineering demand parameters},
    journal={Journal of Building Engineering},
    year={2018},
    volume={20},
    pages={736-749},
    doi={10.1016/j.jobe.2018.09.019},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053839689&doi=10.1016%2fj.jobe.2018.09.019&partnerID=40&md5=5b66f01dac8e85251aa9300e708a2005},
    affiliation={Department of Civil Engineering, School of Urban Construction, Wuhan University of Science and Technology, Wuhan, 430065, China},
    }
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    @ARTICLE{Ye201894,
    author={Ye, J. and Chen, W. and Xu, Y.},
    title={Numerical simulation and simplified mechanical model on shear behavior of enhanced cold-formed steel composite wall [冷弯薄壁型钢复合墙体受剪性能数值模拟及简化力学模型研究]},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    number={11},
    pages={94-103},
    doi={10.14006/j.jzjgxb.2018.11.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060047145&doi=10.14006%2fj.jzjgxb.2018.11.011&partnerID=40&md5=b755ab4621f799a964e5683811758da6},
    affiliation={Jiangsu Key Laboratory of Environmental Impact and Structural Safety in Engineering, China University of Mining & Technology, Xuzhou, 221116, China; Key Laboratory of Building Fire Protection Engineering and Technology of MPS, Tianjin, 300381, China; Key Laboratory of C & PC Structures of Ministry of Education, Southeast University, Nanjing, 210096, China},
    }
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    @ARTICLE{DiTrapani2018,
    author={Di Trapani, F. and Bertagnoli, G. and Ferrotto, M.F. and Gino, D.},
    title={Empirical equations for the direct definition of stress-strain laws for fiber-section-based macromodeling of infilled frames},
    journal={Journal of Engineering Mechanics},
    year={2018},
    volume={144},
    number={11},
    doi={10.1061/(ASCE) EM.1943-7889.0001532},
    art_number={04018101},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051481017&doi=10.1061%2f%28ASCE%29+EM.1943-7889.0001532&partnerID=40&md5=5a3a036016618c8f4c4ec2281f803f58},
    affiliation={Dipartimento di Ingegneria Strutturale, Edile e Geotecnica, Politecnico di Torino, Corso Duca degli Abruzzi 24, Torino, 10121, Italy; ipartimento di Ingegneria Civile, Ambientale, Aerospaziale, dei Materiali, Università degli Studi di Palermo, Viale delle Scienze, Palermo, 90128, Italy},
    }
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    @ARTICLE{Rahgozar201863,
    author={Rahgozar, N. and Rahgozar, N. and Moghadam, A.S.},
    title={Controlled-rocking Braced Frame Bearing on a Shallow Foundation},
    journal={Structures},
    year={2018},
    volume={16},
    pages={63-72},
    doi={10.1016/j.istruc.2018.08.013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052848322&doi=10.1016%2fj.istruc.2018.08.013&partnerID=40&md5=2f678354423aa58b95c5d41a053eb158},
    affiliation={Department of Structural Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran; Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology (IIEES), Tehran, Iran},
    }
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    @ARTICLE{Ghosh20182326,
    author={Ghosh, S. and Ghosh, S. and Chakraborty, S.},
    title={Seismic reliability analysis of reinforced concrete bridge pier using efficient response surface method–based simulation},
    journal={Advances in Structural Engineering},
    year={2018},
    volume={21},
    number={15},
    pages={2326-2339},
    doi={10.1177/1369433218773422},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051808182&doi=10.1177%2f1369433218773422&partnerID=40&md5=12211eceef7e45ca7e7d37dd41a14ac2},
    affiliation={Department of Civil Engineering, Indian Institute of Engineering Science and Technology, Shibpur, Howrah, India},
    }
  • B. Fu and H. Jiang, “Nonlinear time history analysis of steel frame using model-based integration algorithm [使用基于模型的积分算法的钢框架非线性时程分析],” Tumu gongcheng xuebao/china civil engineering journal, vol. 51, pp. 58-64, 2018.
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    @ARTICLE{Fu201858,
    author={Fu, B. and Jiang, H.},
    title={Nonlinear time history analysis of steel frame using model-based integration algorithm [使用基于模型的积分算法的钢框架非线性时程分析]},
    journal={Tumu Gongcheng Xuebao/China Civil Engineering Journal},
    year={2018},
    volume={51},
    pages={58-64},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063572940&partnerID=40&md5=35c095b88dc0de223860c5121a41bc93},
    affiliation={Chang'an University, Xi'an, 710061, China; Tongji University, Shanghai, 200092, China},
    }
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    @ARTICLE{Zeynalian20181643,
    author={Zeynalian, M. and Shahrasbi, A.Z. and Riahi, H.T.},
    title={Seismic Response of Cold Formed Steel Frames Sheathed by Fiber Cement Boards},
    journal={International Journal of Civil Engineering},
    year={2018},
    volume={16},
    number={11},
    pages={1643-1653},
    doi={10.1007/s40999-018-0307-y},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054398616&doi=10.1007%2fs40999-018-0307-y&partnerID=40&md5=7bf3958a6c00308adc313edb379c992c},
    affiliation={Department of Civil Engineering, University of Isfahan, Isfahan, Iran},
    }
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    @ARTICLE{Zand20184414,
    author={Zand, H. and Akbari, J.},
    title={Selection of Viscous Damping Model for Evaluation of Seismic Responses of Buildings},
    journal={KSCE Journal of Civil Engineering},
    year={2018},
    volume={22},
    number={11},
    pages={4414-4421},
    doi={10.1007/s12205-018-0860-6},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051278369&doi=10.1007%2fs12205-018-0860-6&partnerID=40&md5=2b22929b91599dc67f5706b8021fc3db},
    affiliation={Structural Engineering, Malayer University, Malayer, Iran; Dept. of Civil Engineering, Malayer University, Malayer, Iran},
    }
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    @ARTICLE{Guan2018129,
    author={Guan, X. and Burton, H. and Moradi, S.},
    title={Seismic performance of a self-centering steel moment frame building: From component-level modeling to economic loss assessment},
    journal={Journal of Constructional Steel Research},
    year={2018},
    volume={150},
    pages={129-140},
    doi={10.1016/j.jcsr.2018.07.026},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052099914&doi=10.1016%2fj.jcsr.2018.07.026&partnerID=40&md5=9a4e045a4d667075123153cc52b18cb7},
    affiliation={Department of Civil and Environmental Engineering, University of California, Los Angeles, CA 90095, United States; Department of Civil Engineering, Ryerson University, 350 Victoria Street, Toronto, Ontario M5B 2K3, Canada},
    }
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    @ARTICLE{Veismoradi2018487,
    author={Veismoradi, S. and Darvishan, E.},
    title={Probabilistic seismic assessment of mega buckling-restrained braced frames under near-fault ground motions},
    journal={Earthquake and Structures},
    year={2018},
    volume={15},
    number={5},
    pages={487-498},
    doi={10.12989/eas.2018.15.5.487},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85056939995&doi=10.12989%2feas.2018.15.5.487&partnerID=40&md5=d0884241f4e1db80c76c4a884d3f6152},
    affiliation={School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran; Young Researchers and Elites Club, Roudehen Branch, Islamic Azad University, Roudehen, Iran},
    }
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    @ARTICLE{Eskandari2018371,
    author={Eskandari, M. and Najafabadi, E.P.},
    title={Experimental and analytical study of telescopic lead yielding damper},
    journal={Journal of Constructional Steel Research},
    year={2018},
    volume={150},
    pages={371-383},
    doi={10.1016/j.jcsr.2018.08.033},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052853303&doi=10.1016%2fj.jcsr.2018.08.033&partnerID=40&md5=56c8648d4d5af82c95f5ed33f1ac39bf},
    affiliation={Department of Civil Engineering, Sharif University of Technology, Tehran, Iran; Department of Civil Engineering, Monash University, Clayton, Victoria, Australia},
    }
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    @ARTICLE{Zhang2018113,
    author={Zhang, W. and Wang, B. and Xu, J. and Huang, L.},
    title={Solution toreliability of large aqueductstructures subjected to random earthquake ground motions [随机地震作用下大型渡槽结构可靠性求解方法]},
    journal={Shuili Fadian Xuebao/Journal of Hydroelectric Engineering},
    year={2018},
    volume={37},
    number={10},
    pages={113-120},
    doi={10.11660/slfdxb.20181013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062857433&doi=10.11660%2fslfdxb.20181013&partnerID=40&md5=8ea233095c1008499308f6477b07ef4d},
    affiliation={School of Water Conservancy and Environment, Zhengzhou University, Zhengzhou, 450001, China; School of Project Management and Real Estate, Henan University of Economics and Law, Zhengzhou, 450046, China; School of Civil Engineering, Zhengzhou University, Zhengzhou, 450001, China},
    }
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    @ARTICLE{Zhai2018,
    author={Zhai, Y. and Zhang, Y.},
    title={Damage index analysis of prefabricated segmental bridge columns under cyclic loading},
    journal={Latin American Journal of Solids and Structures},
    year={2018},
    volume={15},
    number={11},
    doi={10.1590/1679-78254986},
    art_number={e137},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060876837&doi=10.1590%2f1679-78254986&partnerID=40&md5=76bb09d9e9beb362da3a39ae0d5f8e14},
    affiliation={Department of Civil Engineering, Nanjing University of Science and Technology, Nanjing, 210094, China},
    }
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    @ARTICLE{Lu20181662,
    author={Lu, X. and Tian, Y. and Cen, S. and Guan, H. and Xie, L. and Wang, L.},
    title={A High-Performance Quadrilateral Flat Shell Element for Seismic Collapse Simulation of Tall Buildings and Its Implementation in OpenSees},
    journal={Journal of Earthquake Engineering},
    year={2018},
    volume={22},
    number={9},
    pages={1662-1682},
    doi={10.1080/13632469.2017.1297269},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019160411&doi=10.1080%2f13632469.2017.1297269&partnerID=40&md5=7c27365e93ba71038b4698013b6e9ea1},
    affiliation={Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing, China; Beijing Engineering Research Center of Steel and Concrete Composite Structures, Tsinghua University, Beijing, China; Department of Engineering Mechanics, School of Aerospace Engineering, Tsinghua University, Beijing, China; Griffith School of Engineering, Griffith University Gold Coast CampusQLD, Australia; School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing, China},
    }
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    @ARTICLE{Li20184320,
    author={Li, P. and Zhang, Y. and Zhang, J. and Gu, J. and Zhou, C.},
    title={Mitigation of liquefaction-induced lateral deformation in a slightly sloping stratum by dense granular column [密实散体材料桩减轻液化触发微倾地层场地侧向变形研究]},
    journal={Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering},
    year={2018},
    volume={37},
    pages={4320-4328},
    doi={10.13722/j.cnki.jrme.2017.0846},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062505060&doi=10.13722%2fj.cnki.jrme.2017.0846&partnerID=40&md5=90bce1f1e39678630cb7afb719e6b2f0},
    affiliation={Institute of Disaster-Prevention, Sanhe, Hebei 065201, China},
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    @ARTICLE{Peralta2018729,
    author={Peralta, L. and Hube, M.A.},
    title={Deck rotation of straight bridges induced by asymmetric characteristics and effect of transverse diaphragms},
    journal={Engineering Structures},
    year={2018},
    volume={173},
    pages={729-743},
    doi={10.1016/j.engstruct.2018.06.107},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049801344&doi=10.1016%2fj.engstruct.2018.06.107&partnerID=40&md5=74ca01a0ae1f06746bbf3443215d7d5e},
    affiliation={Pontificia Universidad Católica de Chile, Chile; Pontificia Universidad Católica de Chile and National Research Center for Integrated Natural Disaster Management CONICYT/FONDAP/15110017, Vicuña Mackenna 4860, Santiago, Chile},
    }
  • [DOI] P. Deng, C. Zhang, S. Pei, and Z. Jin, “Modeling the impact of corrosion on seismic performance of multi-span simply-supported bridges,” Construction and building materials, vol. 185, pp. 193-205, 2018.
    [Bibtex]
    @ARTICLE{Deng2018193,
    author={Deng, P. and Zhang, C. and Pei, S. and Jin, Z.},
    title={Modeling the impact of corrosion on seismic performance of multi-span simply-supported bridges},
    journal={Construction and Building Materials},
    year={2018},
    volume={185},
    pages={193-205},
    doi={10.1016/j.conbuildmat.2018.07.015},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049881918&doi=10.1016%2fj.conbuildmat.2018.07.015&partnerID=40&md5=1c6a8df00e395716737687c2b7c307e0},
    affiliation={Department of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401, United States; Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, 610031, China},
    }
  • [DOI] M. A. Khan, L. Jiang, K. A. Cashell, and A. Usmani, “Analysis of restrained composite beams exposed to fire using a hybrid simulation approach,” Engineering structures, vol. 172, pp. 956-966, 2018.
    [Bibtex]
    @ARTICLE{Khan2018956,
    author={Khan, M.A. and Jiang, L. and Cashell, K.A. and Usmani, A.},
    title={Analysis of restrained composite beams exposed to fire using a hybrid simulation approach},
    journal={Engineering Structures},
    year={2018},
    volume={172},
    pages={956-966},
    doi={10.1016/j.engstruct.2018.06.048},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049098868&doi=10.1016%2fj.engstruct.2018.06.048&partnerID=40&md5=748cbc0bb422a710fd90ca0ff108acb9},
    affiliation={Department of Civil Engineering, Brunel University London, United Kingdom; Department of Building Services Engineering, The Hong Kong Polytechnic University, Hong Kong},
    }
  • [DOI] E. N. Farsangi, A. A. Tasnimi, T. Y. Yang, I. Takewaki, and M. Mohammadhasani, “Seismic performance of a resilient low-damage base isolation system under combined vertical and horizontal excitations,” Smart structures and systems, vol. 22, iss. 4, pp. 383-397, 2018.
    [Bibtex]
    @ARTICLE{Farsangi2018383,
    author={Farsangi, E.N. and Tasnimi, A.A. and Yang, T.Y. and Takewaki, I. and Mohammadhasani, M.},
    title={Seismic performance of a resilient low-damage base isolation system under combined vertical and horizontal excitations},
    journal={Smart Structures and Systems},
    year={2018},
    volume={22},
    number={4},
    pages={383-397},
    doi={10.12989/sss.2018.22.4.383},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055826404&doi=10.12989%2fsss.2018.22.4.383&partnerID=40&md5=7ccf77d0f4a260c6f58a7399a1744e1b},
    affiliation={Department of Earthquake Engineering, Graduate University of Advanced Technology (KGUT), Kerman, Iran; Department of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, Iran; International Joint Research Laboratory of Earthquake Engineering, Tongji University, Shanghai, China; Department of Civil Engineering, University of British Columbia, Vancouver, Canada; Department of Architecture and Architectural Engineering, Kyoto University, Kyoto, Japan; Seismology Engineering, Risk Department, Urban Development Research Center (BHRC), Road, Housing, Tehran, Iran},
    }
  • [DOI] P. Wang, M. Zhao, X. Du, J. Liu, and C. Xu, “Wind, wave and earthquake responses of offshore wind turbine on monopile foundation in clay,” Soil dynamics and earthquake engineering, vol. 113, pp. 47-57, 2018.
    [Bibtex]
    @ARTICLE{Wang201847,
    author={Wang, P. and Zhao, M. and Du, X. and Liu, J. and Xu, C.},
    title={Wind, wave and earthquake responses of offshore wind turbine on monopile foundation in clay},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2018},
    volume={113},
    pages={47-57},
    doi={10.1016/j.soildyn.2018.04.028},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048461557&doi=10.1016%2fj.soildyn.2018.04.028&partnerID=40&md5=a6e9fac15adf5de3775a369ef382e418},
    affiliation={Beijing University of Technology, Beijing, 100124, China; Tsinghua University, Beijing, 100084, China},
    }
  • [DOI] Z. Yang, G. Li, W. Wang, and Y. Lv, “Study on the flexural performance of prestressed high strength concrete pile,” Ksce journal of civil engineering, vol. 22, iss. 10, pp. 4073-4082, 2018.
    [Bibtex]
    @ARTICLE{Yang20184073,
    author={Yang, Z. and Li, G. and Wang, W. and Lv, Y.},
    title={Study on the Flexural Performance of Prestressed High Strength Concrete Pile},
    journal={KSCE Journal of Civil Engineering},
    year={2018},
    volume={22},
    number={10},
    pages={4073-4082},
    doi={10.1007/s12205-018-1811-y},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049665032&doi=10.1007%2fs12205-018-1811-y&partnerID=40&md5=d5e4daf4f702481b0b151ee38c1b3be7},
    affiliation={School of Civil Engineering, Shenyang Jianzhu University, Shenyang, China; China Petroleum Pipeline Engineering Corporation, Langfang, China; School of Architecture North China University of Water Conservancy and Hydropower, Zhengzhou, China},
    }
  • [DOI] S. Wang and S. A. Mahin, “High-performance computer-aided optimization of viscous dampers for improving the seismic performance of a tall building,” Soil dynamics and earthquake engineering, vol. 113, pp. 454-461, 2018.
    [Bibtex]
    @ARTICLE{Wang2018454,
    author={Wang, S. and Mahin, S.A.},
    title={High-performance computer-aided optimization of viscous dampers for improving the seismic performance of a tall building},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2018},
    volume={113},
    pages={454-461},
    doi={10.1016/j.soildyn.2018.06.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049317218&doi=10.1016%2fj.soildyn.2018.06.008&partnerID=40&md5=518c8ef7ca5759f4a197499221fc7950},
    affiliation={Berkshire Hathaway Specialty Insurance, 6111 Bollinger Canyon Rd, San Ramon, CA 94583, United States; Department of Civil and Environmental Engineering, University of California, Berkeley, Berkeley, CA 94720, United States},
    }
  • [DOI] L. -J. Huang and Z. Zhou, “Aseismic analysis of self-centering prestressed concrete frame structure with infill walls [带填充墙自复位预应力混凝土框架结构的抗震性能分析],” Gongcheng lixue/engineering mechanics, vol. 35, iss. 10, pp. 162-171, 2018.
    [Bibtex]
    @ARTICLE{Huang2018162,
    author={Huang, L.-J. and Zhou, Z.},
    title={Aseismic analysis of self-centering prestressed concrete frame structure with infill walls [带填充墙自复位预应力混凝土框架结构的抗震性能分析]},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={10},
    pages={162-171},
    doi={10.6052/j.issn.1000-4750.2017.07.0567},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057081495&doi=10.6052%2fj.issn.1000-4750.2017.07.0567&partnerID=40&md5=4050bb88bf9203b292cb18c9523c7da8},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, 210096, China},
    }
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    [Bibtex]
    @ARTICLE{Amjadian20184465,
    author={Amjadian, M. and Agrawal, A.K.},
    title={Dynamic characteristics of horizontally curved bridges},
    journal={JVC/Journal of Vibration and Control},
    year={2018},
    volume={24},
    number={19},
    pages={4465-4483},
    doi={10.1177/1077546317726637},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032222518&doi=10.1177%2f1077546317726637&partnerID=40&md5=e7820ea8cbe3d432233ac89f80c1c2c8},
    affiliation={Department of Civil and Environmental Engineering, City College, City University of New York, United States},
    }
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    [Bibtex]
    @ARTICLE{Zhang2018,
    author={Zhang, X. and Li, B.},
    title={Shear-Strength Capacity Assessment of Corroded Reinforced Concrete Beam-Column Joints},
    journal={Journal of Performance of Constructed Facilities},
    year={2018},
    volume={32},
    number={5},
    doi={10.1061/(ASCE)CF.1943-5509.0001216},
    art_number={04018067},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050087252&doi=10.1061%2f%28ASCE%29CF.1943-5509.0001216&partnerID=40&md5=06aca2046fdc4a2bc6e9307584802556},
    affiliation={School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore, 639798, Singapore},
    }
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    [Bibtex]
    @ARTICLE{Andriotis2018,
    author={Andriotis, C.P. and Papakonstantinou, K.G. and Koumousis, V.K.},
    title={Nonlinear programming hybrid beam-column element formulation for large-displacement elastic and inelastic analysis},
    journal={Journal of Engineering Mechanics},
    year={2018},
    volume={144},
    number={10},
    doi={10.1061/(ASCE) EM.1943-7889.0001483},
    art_number={04018096},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051016188&doi=10.1061%2f%28ASCE%29+EM.1943-7889.0001483&partnerID=40&md5=b68a68e02e6cf7841c9c02188fd0ee24},
    affiliation={Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802, United States; Dept. of Civil and Environmental Engineering, National Technical Univ. of Athens, Athens, 15780, Greece},
    }
  • [DOI] F. Peng and W. Xue, “Calculation approach of ultimate capacity of frp reinforced concrete columns under eccentric compression [frp筋混凝土偏压柱承载力计算方法],” Jianzhu jiegou xuebao/journal of building structures, vol. 39, iss. 10, pp. 147-155, 2018.
    [Bibtex]
    @ARTICLE{Peng2018147,
    author={Peng, F. and Xue, W.},
    title={Calculation approach of ultimate capacity of FRP reinforced concrete columns under eccentric compression [FRP筋混凝土偏压柱承载力计算方法]},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    number={10},
    pages={147-155},
    doi={10.14006/j.jzjgxb.2018.10.017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059585891&doi=10.14006%2fj.jzjgxb.2018.10.017&partnerID=40&md5=1ccbf4c1f83083efe443a808588e7790},
    affiliation={College of Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • Z. -J. Ou, S. -F. Chen, Q. -X. Wu, H. -H. Yuan, D. -S. Mu, Y. Zhou, Y. -B. Han, X. -F. Zheng, and D. -F. Kuang, “Calculation method of restoring force model of four-element variable cross-sectional concrete filled steel tubular laced column [四肢变截面钢管混凝土格构柱恢复力模型计算方法],” Jiaotong yunshu gongcheng xuebao/journal of traffic and transportation engineering, vol. 18, iss. 5, pp. 77-89, 2018.
    [Bibtex]
    @ARTICLE{Ou201877,
    author={Ou, Z.-J. and Chen, S.-F. and Wu, Q.-X. and Yuan, H.-H. and Mu, D.-S. and Zhou, Y. and Han, Y.-B. and Zheng, X.-F. and Kuang, D.-F.},
    title={Calculation method of restoring force model of four-element variable cross-sectional concrete filled steel tubular laced column [四肢变截面钢管混凝土格构柱恢复力模型计算方法]},
    journal={Jiaotong Yunshu Gongcheng Xuebao/Journal of Traffic and Transportation Engineering},
    year={2018},
    volume={18},
    number={5},
    pages={77-89},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058988739&partnerID=40&md5=4aa102adafe1ea5d2ae079c05e2422ed},
    affiliation={School of Civil Engineering, Fujian University of Technology, Fuzhou, Fujian 350118, China; College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350108, China},
    }
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    [Bibtex]
    @ARTICLE{Li2018373,
    author={Li, L.Z. and Wu, Z.L. and Yu, J.T. and Wang, X. and Zhang, J.X. and Lu, Z.D.},
    title={Numerical simulation of the shear capacity of bolted side-plated RC beams},
    journal={Engineering Structures},
    year={2018},
    volume={171},
    pages={373-384},
    doi={10.1016/j.engstruct.2018.06.003},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048175337&doi=10.1016%2fj.engstruct.2018.06.003&partnerID=40&md5=63135348f3fcf70e71496d49c4b5c519},
    affiliation={Research Institute of Structural Engineering and Disaster Reduction, College of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai, 200092, China; School of Civil Engineering, Shandong Jianzhu University, Fengming Road, Lingang Development Zone, Jinan City, Shandong 250101, China; Luneng Group Co., Ltd., Luneng International Centre, South Second Ring Road, Shizhong District, Jinan City, Shandong 250101, China},
    }
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    [Bibtex]
    @ARTICLE{Baghi2018476,
    author={Baghi, H. and Oliveira, A. and Valença, J. and Cavaco, E. and Neves, L. and Júlio, E.},
    title={Behavior of reinforced concrete frame with masonry infill wall subjected to vertical load},
    journal={Engineering Structures},
    year={2018},
    volume={171},
    pages={476-487},
    doi={10.1016/j.engstruct.2018.06.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048102084&doi=10.1016%2fj.engstruct.2018.06.001&partnerID=40&md5=3121426868a28250cbdb05b523c706dc},
    affiliation={College of Engineering, Wayne State University, Detroit, MI, United States; Faculdade de Ciências e Tecnologia, Universidade NOVA de Lisboa, Portugal; CERIS, Instituto Superior Técnico, Universidade de Lisboa, Portugal; Nottingham Transportation Engineering Centre (NTEC), Dept. of Civil Engineering, University of Nottingham, Nottingham, United Kingdom},
    }
  • [DOI] E. Choi, J. -S. Jeon, J. -H. Lee, S. H. Park, and S. Ha, “Assessment of probabilistic seismic performance of rc columns jacketed by frp winding wires using analytical models,” Engineering structures, vol. 171, pp. 629-646, 2018.
    [Bibtex]
    @ARTICLE{Choi2018629,
    author={Choi, E. and Jeon, J.-S. and Lee, J.-H. and Park, S.H. and Ha, S.},
    title={Assessment of probabilistic seismic performance of RC columns jacketed by FRP winding wires using analytical models},
    journal={Engineering Structures},
    year={2018},
    volume={171},
    pages={629-646},
    doi={10.1016/j.engstruct.2018.05.098},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048128267&doi=10.1016%2fj.engstruct.2018.05.098&partnerID=40&md5=dca7f8232e34f80b35a7a59cc92a292d},
    affiliation={Department of Civil Engineering, Hongik University, Seoul, 04066, South Korea; Department of Civil Engineering, Andong National University, Andong, 36729, South Korea; Department of Civil Engineering, Daegu University, Gyeongsan, 38453, South Korea; Department of Civil Engineering, Texas A&M University, College Station, TX 77843, United States; Department of Mechanical Engineering, Sungkyunkwan University, Suwon, 16419, South Korea},
    }
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    [Bibtex]
    @ARTICLE{Xue2018,
    author={Xue, J. and Lavorato, D. and Bergami, A.V. and Nuti, C. and Briseghella, B. and Marano, G.C. and Ji, T. and Vanzi, I. and Tarantino, A.M. and Santini, S.},
    title={Severely damaged reinforced concrete circular columns repaired by turned steel rebar and high-performance concrete jacketing with steel or polymer fibers},
    journal={Applied Sciences (Switzerland)},
    year={2018},
    volume={8},
    number={9},
    doi={10.3390/app8091671},
    art_number={1671},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053381480&doi=10.3390%2fapp8091671&partnerID=40&md5=1d1361bd562dafc9a53e172a65e43190},
    affiliation={College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China; Department of Architecture, Roma Tre University, Rome, 00153, Italy; Department of Engineering and Geology, University of Chieti and Pescara, Pescara, 65127, Italy; Department of Engineering, University of Modena and Reggio, Modena, 41125, Italy},
    }
  • [DOI] J. Song, Q. Gu, C. -S. Xu, and X. -L. Du, “Implementation of fully explicit method for dynamic equation of saturated soil in opensees [饱和土动力方程全显式有限元法在opensees中的实现与应用],” Yantu lixue/rock and soil mechanics, vol. 39, iss. 9, pp. 3477-3486, 2018.
    [Bibtex]
    @ARTICLE{Song20183477,
    author={Song, J. and Gu, Q. and Xu, C.-S. and Du, X.-L.},
    title={Implementation of fully explicit method for dynamic equation of saturated soil in OpenSees [饱和土动力方程全显式有限元法在OpenSees中的实现与应用]},
    journal={Yantu Lixue/Rock and Soil Mechanics},
    year={2018},
    volume={39},
    number={9},
    pages={3477-3486},
    doi={10.16285/j.rsm.2016.2688},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055044007&doi=10.16285%2fj.rsm.2016.2688&partnerID=40&md5=4970a8be6530329fedd2b91d98df3d5c},
    affiliation={The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China; School of Architecture and Civil Engineering, Xiamen University, Xiamen, Fujian 361005, China},
    }
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    [Bibtex]
    @ARTICLE{Naeej2018427,
    author={Naeej, M. and Amiri, J.V. and Jalali, S.G.},
    title={Probabilistic evaluation of separation distance between two adjacent structures},
    journal={Structural Engineering and Mechanics},
    year={2018},
    volume={67},
    number={5},
    pages={427-437},
    doi={10.12989/sem.2018.67.5.427},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052739960&doi=10.12989%2fsem.2018.67.5.427&partnerID=40&md5=0dbde6e4e74af813a9040e728cc86892},
    affiliation={Department of Civil Engineering, Babol Noshirvani University of Technology, Babol, Iran; Department of Civil Engineering, Qaemshahr Branch, Islamic Azad University, Qaemshahr, Iran},
    }
  • [DOI] H. Luo, K. Du, J. -J. Sun, and B. -R. Ding, “Hysteretic shear and analysis models for reinforced concrete coupling beams with small span-to-depth ratios [小跨高比钢筋混凝土连梁非线性剪切滞回和分析模型研究],” Gongcheng lixue/engineering mechanics, vol. 35, iss. 9, p. 161-169 and 179, 2018.
    [Bibtex]
    @ARTICLE{Luo2018,
    author={Luo, H. and Du, K. and Sun, J.-J. and Ding, B.-R.},
    title={Hysteretic shear and analysis models for reinforced concrete coupling beams with small span-to-depth ratios [小跨高比钢筋混凝土连梁非线性剪切滞回和分析模型研究]},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={9},
    pages={161-169 and 179},
    doi={10.6052/j.issn.1000-4750.2017.04.0315},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85056628374&doi=10.6052%2fj.issn.1000-4750.2017.04.0315&partnerID=40&md5=f498e57a6cfafa80186cb79f440bfd31},
    affiliation={Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, 150080, China},
    }
  • [DOI] Y. Lin, Z. Zong, Y. Li, and L. Wang, “Seismic response analysis of a reinforced concrete continuous bridge considering coupling pounding-friction effect [考虑碰撞-摩擦耦合效应的钢筋混凝土连续梁桥地震响应分析],” Journal of southeast university (english edition), vol. 34, iss. 3, pp. 340-348, 2018.
    [Bibtex]
    @ARTICLE{Lin2018340,
    author={Lin, Y. and Zong, Z. and Li, Y. and Wang, L.},
    title={Seismic response analysis of a reinforced concrete continuous bridge considering coupling pounding-friction effect [考虑碰撞-摩擦耦合效应的钢筋混凝土连续梁桥地震响应分析]},
    journal={Journal of Southeast University (English Edition)},
    year={2018},
    volume={34},
    number={3},
    pages={340-348},
    doi={10.3969/j.issn.1003-7985.2018.03.009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054822045&doi=10.3969%2fj.issn.1003-7985.2018.03.009&partnerID=40&md5=8ff8e6777d76a23ab6065b90753d8f02},
    affiliation={School of Civil Engineering, Southeast University, Nanjing, 210096, China},
    }
  • [DOI] J. Xue, X. Zhang, R. Ren, L. Zhai, and L. Ma, “Experimental and numerical study on seismic performance of steel reinforced recycled concrete frame structure under low-cyclic reversed loading,” Advances in structural engineering, vol. 21, iss. 12, pp. 1895-1910, 2018.
    [Bibtex]
    @ARTICLE{Xue20181895,
    author={Xue, J. and Zhang, X. and Ren, R. and Zhai, L. and Ma, L.},
    title={Experimental and numerical study on seismic performance of steel reinforced recycled concrete frame structure under low-cyclic reversed loading},
    journal={Advances in Structural Engineering},
    year={2018},
    volume={21},
    number={12},
    pages={1895-1910},
    doi={10.1177/1369433218759080},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042904855&doi=10.1177%2f1369433218759080&partnerID=40&md5=c17adc1e4373c3ed8f62d6abbe101000},
    affiliation={Department of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China},
    }
  • [DOI] W. -K. Dong, G. -Y. Gao, J. Song, and S. Xue, “Effect of near-fault pulse-like ground motion with fling-step on site liquefaction [近断层滑冲效应脉冲地震动对场地液化的影响],” Zhejiang daxue xuebao (gongxue ban)/journal of zhejiang university (engineering science), vol. 52, iss. 9, pp. 1651-1657, 2018.
    [Bibtex]
    @ARTICLE{Dong20181651,
    author={Dong, W.-K. and Gao, G.-Y. and Song, J. and Xue, S.},
    title={Effect of near-fault pulse-like ground motion with fling-step on site liquefaction [近断层滑冲效应脉冲地震动对场地液化的影响]},
    journal={Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science)},
    year={2018},
    volume={52},
    number={9},
    pages={1651-1657},
    doi={10.3785/j.issn.1008-973X.2018.09.004},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057263415&doi=10.3785%2fj.issn.1008-973X.2018.09.004&partnerID=40&md5=fe6a2c4738ac0cd3d7389beaaf8506a9},
    affiliation={Department of Geotechnical, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education Engineering, Tongji University, Shanghai, 200092, China; School of Civil and Environmental Engineering, University of Technology Sydney, Sydney, NSW 2007, Australia; College of Civil and Transportation Engineering, Hohai University, Nanjing, 210098, China; Imperial College London, London, SW7 2AZ, United Kingdom},
    }
  • [DOI] M. Jia, X. Yang, D. Lü, and C. Wu, “Fragility-based progressive collapse capacity analysis of rc frame structures with infilling walls [基于易损性的rc空间框架填充墙结构连续倒塌能力分析],” Jianzhu jiegou xuebao/journal of building structures, vol. 39, pp. 230-236, 2018.
    [Bibtex]
    @ARTICLE{Jia2018230,
    author={Jia, M. and Yang, X. and Lü, D. and Wu, C.},
    title={Fragility-based progressive collapse capacity analysis of RC frame structures with infilling walls [基于易损性的RC空间框架填充墙结构连续倒塌能力分析]},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    pages={230-236},
    doi={10.14006/j.jzjgxb.2018.S1.030},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062985589&doi=10.14006%2fj.jzjgxb.2018.S1.030&partnerID=40&md5=fc49cc1c5f13fbea82233288f7e9b279},
    affiliation={Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin, 150090, China; Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin, 150090, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China},
    }
  • W. He, Z. -M. Luo, P. -B. Yin, and H. -Y. Fu, “Centrifuge model tests of bridge pile foundations in sloping ground of mountainous areas [山区斜坡桩基地震响应的离心模型试验],” Zhongguo gonglu xuebao/china journal of highway and transport, vol. 31, iss. 9, pp. 43-51, 2018.
    [Bibtex]
    @ARTICLE{He201843,
    author={He, W. and Luo, Z.-M. and Yin, P.-B. and Fu, H.-Y.},
    title={Centrifuge Model Tests of Bridge Pile Foundations in Sloping Ground of Mountainous Areas [山区斜坡桩基地震响应的离心模型试验]},
    journal={Zhongguo Gonglu Xuebao/China Journal of Highway and Transport},
    year={2018},
    volume={31},
    number={9},
    pages={43-51},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058118376&partnerID=40&md5=e944bc5ccc479de2013f558477c36761},
    affiliation={School of Civil Engineering, Changsha University of Science & Technology, Changsha, Hunan 410114, China},
    }
  • [DOI] W. Wang, A. Li, and X. Wang, “Seismic performance of precast concrete shear wall structure with improved assembly horizontal wall connections,” Bulletin of earthquake engineering, vol. 16, iss. 9, pp. 4133-4158, 2018.
    [Bibtex]
    @ARTICLE{Wang20184133,
    author={Wang, W. and Li, A. and Wang, X.},
    title={Seismic performance of precast concrete shear wall structure with improved assembly horizontal wall connections},
    journal={Bulletin of Earthquake Engineering},
    year={2018},
    volume={16},
    number={9},
    pages={4133-4158},
    doi={10.1007/s10518-018-0348-2},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044053292&doi=10.1007%2fs10518-018-0348-2&partnerID=40&md5=0bb24e808421d77594c70b10c44285db},
    affiliation={School of Architecture and Civil Engineering, Jiangsu University of Science and Technology, Zhenjiang, 212000, China; School of Civil Engineering, Southeast University, Nanjing, 210096, China; Beijing Advanced Innovation Center for Future Urban Design, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China},
    }
  • [DOI] H. R. Shokrgozar, I. Mansouri, and J. W. Hu, “Comparison of seismic reliability and risk assessment for special and intermediate steel moment frames,” Ksce journal of civil engineering, vol. 22, iss. 9, pp. 3452-3461, 2018.
    [Bibtex]
    @ARTICLE{Shokrgozar20183452,
    author={Shokrgozar, H.R. and Mansouri, I. and Hu, J.W.},
    title={Comparison of Seismic Reliability and Risk Assessment for Special and Intermediate Steel Moment Frames},
    journal={KSCE Journal of Civil Engineering},
    year={2018},
    volume={22},
    number={9},
    pages={3452-3461},
    doi={10.1007/s12205-018-0283-4},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046708678&doi=10.1007%2fs12205-018-0283-4&partnerID=40&md5=99965a9059061f35fa2437f230bb2e68},
    affiliation={Faculty of Engineering, University of Mohaghegh Ardabili, Ardabil, 56199-11367, Iran; Dept. of Civil Engineering, Birjand University of Technology, Birjand, 97175-569, Iran; Dept. of Civil and Environmental Engineering, Incheon National University, Incheon, 22012, South Korea; Incheon Disaster Prevention Research Center, Incheon National University, Incheon, 22012, South Korea},
    }
  • [DOI] M. Choi, R. Starbuck, S. Lee, S. Hwang, S. Lee, M. Park, and H. -S. Lee, “Distributed and interoperable simulation for comprehensive disaster response management in facilities,” Automation in construction, vol. 93, pp. 12-21, 2018.
    [Bibtex]
    @ARTICLE{Choi201812,
    author={Choi, M. and Starbuck, R. and Lee, S. and Hwang, S. and Lee, S. and Park, M. and Lee, H.-S.},
    title={Distributed and interoperable simulation for comprehensive disaster response management in facilities},
    journal={Automation in Construction},
    year={2018},
    volume={93},
    pages={12-21},
    doi={10.1016/j.autcon.2018.05.007},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046727920&doi=10.1016%2fj.autcon.2018.05.007&partnerID=40&md5=36de4069c350838a6c65e36b31e57976},
    affiliation={Department of Building and Real Estate, Hong Kong Polytechnic University, 11 Yuk Choi Rd, Hung Hom, Kowloon, Hong Kong; Google, 2600 Pearl St, Boulder, CO 80302, United States; Department of Architecture and Architectural Engineering, Seoul National University, 1 Gwanak-ro, Suite 425 Building #39, Gwanak-gu, Seoul, 08826, South Korea; Department of Architectural and Urban Systems Engineering, Ewha Womans University, 52 Ewhayeodae-Gil, Seodaemun-Gu, Seoul, 03760, South Korea; Tishman Construction Management Program, Dept. of Civil and Environmental Engineering, Univ. of Michigan, 2350 Hayward St., Ann Arbor, MI 48109, United States; Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul, 08826, South Korea},
    }
  • [DOI] W. Zhao, H. Yang, J. Fu, and X. Li, “Modelling of rc exterior beam-column joint [钢筋混凝土中间层边节点模型化方法研究],” Jianzhu jiegou xuebao/journal of building structures, vol. 39, pp. 254-262, 2018.
    [Bibtex]
    @ARTICLE{Zhao2018254,
    author={Zhao, W. and Yang, H. and Fu, J. and Li, X.},
    title={Modelling of RC exterior beam-column joint [钢筋混凝土中间层边节点模型化方法研究]},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    pages={254-262},
    doi={10.14006/j.jzjgxb.2018.S1.033},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062962025&doi=10.14006%2fj.jzjgxb.2018.S1.033&partnerID=40&md5=7638f025c8e28f3016b4d78244d77b28},
    affiliation={College of Civil Engineering, Chongqing University, Chongqing, 400045, China; Key Laboratory of New Technology for Construction of Cities in Mountain Area of China Ministry of Education, Chongqing University, Chongqing, 400030, China; Sichuan Languang Development Co., Ltd, Chongqing, 401120, China},
    }
  • [DOI] H. Rahami, G. Ghodrati Amiri, H. Amini Tehrani, and M. Akhavat, “Structural health monitoring for multi-story shear frames based on signal processing approach,” Iranian journal of science and technology – transactions of civil engineering, vol. 42, iss. 3, pp. 287-303, 2018.
    [Bibtex]
    @ARTICLE{Rahami2018287,
    author={Rahami, H. and Ghodrati Amiri, G. and Amini Tehrani, H. and Akhavat, M.},
    title={Structural Health Monitoring for Multi-story Shear Frames Based on Signal Processing Approach},
    journal={Iranian Journal of Science and Technology - Transactions of Civil Engineering},
    year={2018},
    volume={42},
    number={3},
    pages={287-303},
    doi={10.1007/s40996-018-0096-1},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050954526&doi=10.1007%2fs40996-018-0096-1&partnerID=40&md5=dcb818115818af2d4ee46b3e4804e0a6},
    affiliation={School of Engineering Science, College of Engineering, University of Tehran, Tehran, Iran; Centre of Excellence for Fundamental Studies in Structural Engineering, Iran University of Science and Technology, Tehran, Iran; School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran},
    }
  • [DOI] J. Zhong, Z. Hu, W. Yuan, and L. Chen, “System-based probabilistic optimization of fluid viscous dampers equipped in cable-stayed bridges,” Advances in structural engineering, vol. 21, iss. 12, pp. 1815-1825, 2018.
    [Bibtex]
    @ARTICLE{Zhong20181815,
    author={Zhong, J. and Hu, Z. and Yuan, W. and Chen, L.},
    title={System-based probabilistic optimization of fluid viscous dampers equipped in cable-stayed bridges},
    journal={Advances in Structural Engineering},
    year={2018},
    volume={21},
    number={12},
    pages={1815-1825},
    doi={10.1177/1369433218756429},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044058772&doi=10.1177%2f1369433218756429&partnerID=40&md5=1b5dfdb93033d6916ddceb6dab2cc992},
    affiliation={School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei, China; State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China},
    }
  • A. Ye, L. Zhou, G. Chen, and X. Wang, “Lateral quasi-static test of inverted y-shaped concrete tower for long span cable-stayed bridges [大跨度斜拉桥倒y形混凝土桥塔的 横向拟静力试验],” Tumu gongcheng xuebao/china civil engineering journal, vol. 51, iss. 9, pp. 66-74, 2018.
    [Bibtex]
    @ARTICLE{Ye201866,
    author={Ye, A. and Zhou, L. and Chen, G. and Wang, X.},
    title={Lateral quasi-static test of inverted Y-shaped concrete tower for long span cable-stayed bridges [大跨度斜拉桥倒Y形混凝土桥塔的 横向拟静力试验]},
    journal={Tumu Gongcheng Xuebao/China Civil Engineering Journal},
    year={2018},
    volume={51},
    number={9},
    pages={66-74},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054528802&partnerID=40&md5=612a92b14011b915f7bd71de3cdb7fb9},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China; Hunan Provincial Communications Planning, Survey & Design Institute Co., Ltd., Changsha, 410008, China},
    }
  • [DOI] T. Zhao, Z. Sun, D. Wang, and Y. Zhou, “Parametric sensitivity analysis in simulation of residual displacements for rc bridge piers [rc桥墩残余位移模拟的参数敏感性分析],” Zhendong yu chongji/journal of vibration and shock, vol. 37, iss. 15, pp. 251-260, 2018.
    [Bibtex]
    @ARTICLE{Zhao2018251,
    author={Zhao, T. and Sun, Z. and Wang, D. and Zhou, Y.},
    title={Parametric sensitivity analysis in simulation of residual displacements for RC bridge piers [RC桥墩残余位移模拟的参数敏感性分析]},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={15},
    pages={251-260},
    doi={10.13465/j.cnki.jvs.2018.15.035},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060810794&doi=10.13465%2fj.cnki.jvs.2018.15.035&partnerID=40&md5=3500396c590f0dbe5b3fa8415462ee57},
    affiliation={Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian, 116026, China; School of Civil Engineering, Institute of Disaster Prevention, Beijing, 101601, China; Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen, 518060, China},
    }
  • [DOI] X. Ji, D. Liu, and C. Molina Hutt, “Seismic performance evaluation of a high-rise building with novel hybrid coupled walls,” Engineering structures, vol. 169, pp. 216-225, 2018.
    [Bibtex]
    @ARTICLE{Ji2018216,
    author={Ji, X. and Liu, D. and Molina Hutt, C.},
    title={Seismic performance evaluation of a high-rise building with novel hybrid coupled walls},
    journal={Engineering Structures},
    year={2018},
    volume={169},
    pages={216-225},
    doi={10.1016/j.engstruct.2018.05.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85047260442&doi=10.1016%2fj.engstruct.2018.05.011&partnerID=40&md5=257386707752bc23119ca8cc2ebc45b9},
    affiliation={Department of Civil Engineering, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua University, Beijing, 100084, China; Department of Civil Engineering, University of British Columbia, Vancouver, BC V6Z1Z4, Canada},
    }
  • [DOI] J. Song, X. -L. Du, C. -S. Xu, and B. -Y. Sun, “Research on the dynamic responses of saturated porous media-pile foundation-superstructure system [饱和土场地-桩基-地上结构体系的地震响应研究],” Yantu lixue/rock and soil mechanics, vol. 39, iss. 8, pp. 3061-3070, 2018.
    [Bibtex]
    @ARTICLE{Song20183061,
    author={Song, J. and Du, X.-L. and Xu, C.-S. and Sun, B.-Y.},
    title={Research on the dynamic responses of saturated porous media-pile foundation-superstructure system [饱和土场地-桩基-地上结构体系的地震响应研究]},
    journal={Yantu Lixue/Rock and Soil Mechanics},
    year={2018},
    volume={39},
    number={8},
    pages={3061-3070},
    doi={10.16285/j.rsm.2016.2689},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062559344&doi=10.16285%2fj.rsm.2016.2689&partnerID=40&md5=54dab6700857da2ca808c4a55f74a599},
    affiliation={Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China; Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China},
    }
  • [DOI] J. Wang, M. Zhan, Q. Deng, and Y. Shi, “Study on earthquake rotation mechanism and skew degree influence on three-span simply supported skewed girder bridge [三跨斜交简支梁桥地震旋转机理及斜度影响研究],” Harbin gongcheng daxue xuebao/journal of harbin engineering university, vol. 39, iss. 8, pp. 1357-1362, 2018.
    [Bibtex]
    @ARTICLE{Wang20181357,
    author={Wang, J. and Zhan, M. and Deng, Q. and Shi, Y.},
    title={Study on earthquake rotation mechanism and skew degree influence on three-span simply supported skewed girder bridge [三跨斜交简支梁桥地震旋转机理及斜度影响研究]},
    journal={Harbin Gongcheng Daxue Xuebao/Journal of Harbin Engineering University},
    year={2018},
    volume={39},
    number={8},
    pages={1357-1362},
    doi={10.11990/jheu.201702015},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85056827966&doi=10.11990%2fjheu.201702015&partnerID=40&md5=06540e24699ffdebc0fb1ac3dfb5a011},
    affiliation={School of Civil Engineering, Shijiazhuang Railway University, Shijiazhuang, 050043, China; China Railway Fifth Survey and Design Institute Group Co., Ltd., Beijing, 102600, China; Beijing MTR Operation Administration Corporation, Beijing, 100068, China; School of Civil Engineering, Lanzhou University of Technology, Lanzhou, 730050, China},
    }
  • [DOI] M. Shahnewaz, S. Alam, and T. Tannert, “In-plane strength and stiffness of cross-laminated timber shear walls,” Buildings, vol. 8, iss. 8, 2018.
    [Bibtex]
    @ARTICLE{Shahnewaz2018,
    author={Shahnewaz, M. and Alam, S. and Tannert, T.},
    title={In-plane strength and stiffness of cross-laminated timber shear walls},
    journal={Buildings},
    year={2018},
    volume={8},
    number={8},
    doi={10.3390/buildings8080100},
    art_number={100},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052694299&doi=10.3390%2fbuildings8080100&partnerID=40&md5=ee1991ca8b971c6e03f74752422a2b82},
    affiliation={IntegratedWood Engineering, University of Northern British Columbia, Prince George, BC V2N 4Z9, Canada; School of Engineering, University of British Columbia, Okanagan, BC V1V 1V7, Canada},
    }
  • [DOI] X. Chen, J. Liang, and P. Shi, “Finite element analysis on the axial compression behaviors of frp-confined normal-strength and high-strength concrete columns [frp约束普通和高强混凝土柱轴压性能的有限元分析],” Shanghai ligong daxue xuebao/journal of university of shanghai for science and technology, vol. 40, iss. 4, p. 391-397 and 402, 2018.
    [Bibtex]
    @ARTICLE{Chen2018,
    author={Chen, X. and Liang, J. and Shi, P.},
    title={Finite Element Analysis on the Axial Compression Behaviors of FRP-Confined Normal-Strength and High-Strength Concrete Columns [FRP约束普通和高强混凝土柱轴压性能的有限元分析]},
    journal={Shanghai Ligong Daxue Xuebao/Journal of University of Shanghai for Science and Technology},
    year={2018},
    volume={40},
    number={4},
    pages={391-397 and 402},
    doi={10.13255/j.cnki.jusst.2018.04.013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058842819&doi=10.13255%2fj.cnki.jusst.2018.04.013&partnerID=40&md5=aedd420d1d9d64aa9e85be277d91cc39},
    affiliation={School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai, 200093, China},
    }
  • [DOI] M. Mahmoudi, S. Montazeri, and M. J. Sadr Abad, “Seismic performance of steel x-knee-braced frames equipped with shape memory alloy bars,” Journal of constructional steel research, vol. 147, pp. 171-186, 2018.
    [Bibtex]
    @ARTICLE{Mahmoudi2018171,
    author={Mahmoudi, M. and Montazeri, S. and Sadr Abad, M.J.},
    title={Seismic performance of steel X-knee-braced frames equipped with shape memory alloy bars},
    journal={Journal of Constructional Steel Research},
    year={2018},
    volume={147},
    pages={171-186},
    doi={10.1016/j.jcsr.2018.03.019},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045644077&doi=10.1016%2fj.jcsr.2018.03.019&partnerID=40&md5=fb33e93a5a250dce09045b806c111a66},
    affiliation={Faculty of Civil Engineering, Shahid Rajaee Teacher Training University, P.O. Box 16785-136, Tehran, Iran},
    }
  • [DOI] J. Zhong, H. -P. Wan, W. -X. Ren, and W. -C. Yuan, “Seismic risk analysis for cable-stayed bridges based on total probability theorem [全概率理论斜拉桥地震风险分析],” Zhendong gongcheng xuebao/journal of vibration engineering, vol. 31, iss. 4, pp. 654-661, 2018.
    [Bibtex]
    @ARTICLE{Zhong2018654,
    author={Zhong, J. and Wan, H.-P. and Ren, W.-X. and Yuan, W.-C.},
    title={Seismic risk analysis for cable-stayed bridges based on total probability theorem [全概率理论斜拉桥地震风险分析]},
    journal={Zhendong Gongcheng Xuebao/Journal of Vibration Engineering},
    year={2018},
    volume={31},
    number={4},
    pages={654-661},
    doi={10.16385/j.cnki.issn.1004-4523.2018.04.013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054406536&doi=10.16385%2fj.cnki.issn.1004-4523.2018.04.013&partnerID=40&md5=c1748228dbbd660cd7c18805ae3a2080},
    affiliation={School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei, 230009, China; State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • [DOI] X. -L. Cheng, C. -Y. Cui, Z. -G. Sun, and G. -B. Wang, “Comparison between large-size shaking table test and numerical simulation for free field of saturated soft soil [饱和软土自由场振动台试验与数值模拟对比],” Dalian haishi daxue xuebao/journal of dalian maritime university, vol. 44, iss. 3, p. 89-94 and 101, 2018.
    [Bibtex]
    @ARTICLE{Cheng2018,
    author={Cheng, X.-L. and Cui, C.-Y. and Sun, Z.-G. and Wang, G.-B.},
    title={Comparison between large-size shaking table test and numerical simulation for free field of saturated soft soil [饱和软土自由场振动台试验与数值模拟对比]},
    journal={Dalian Haishi Daxue Xuebao/Journal of Dalian Maritime University},
    year={2018},
    volume={44},
    number={3},
    pages={89-94 and 101},
    doi={10.16411/j.cnki.issn1006-7736.2018.03.013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059269247&doi=10.16411%2fj.cnki.issn1006-7736.2018.03.013&partnerID=40&md5=e567c310049a78f6b634a8f06174837c},
    affiliation={Transportation Engineering College, Dalian Maritime University, Dalian, 116026, China},
    }
  • [DOI] Q. Huang, M. Dyanati, D. A. Roke, A. Chandra, and K. Sett, “Economic feasibility study of self-centering concentrically braced frame systems,” Journal of structural engineering (united states), vol. 144, iss. 8, 2018.
    [Bibtex]
    @ARTICLE{Huang2018,
    author={Huang, Q. and Dyanati, M. and Roke, D.A. and Chandra, A. and Sett, K.},
    title={Economic Feasibility Study of Self-Centering Concentrically Braced Frame Systems},
    journal={Journal of Structural Engineering (United States)},
    year={2018},
    volume={144},
    number={8},
    doi={10.1061/(ASCE)ST.1943-541X.0002093},
    art_number={04018101},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85047520447&doi=10.1061%2f%28ASCE%29ST.1943-541X.0002093&partnerID=40&md5=e3bddb7f0c1c661473e3a8508134fd0a},
    affiliation={Dept. of Civil Engineering, Univ. of Akron, Akron, OH 44325-3905, United States; Senior Structural Engineer and Modeler, Weather Analytics, 1506 19th St. NW, Washington, DC 20039, United States; George W. Daverio School of Accountancy, Univ. of Akron, Akron, OH 44325-3905, United States; Dept. of Civil, Structural and Environmental, Univ. at Buffalo, Buffalo, NY 14260, United States},
    }
  • [DOI] H. Mortezaie and F. Rezaie, “Optimization and evaluation of three-dimensional high-rise concrete structure equipped by tmd with considering the soil-structure interaction effect,” Journal of vibroengineering, vol. 20, iss. 5, pp. 2111-2127, 2018.
    [Bibtex]
    @ARTICLE{Mortezaie20182111,
    author={Mortezaie, H. and Rezaie, F.},
    title={Optimization and evaluation of three-dimensional high-rise concrete structure equipped by TMD with considering the soil-structure interaction effect},
    journal={Journal of Vibroengineering},
    year={2018},
    volume={20},
    number={5},
    pages={2111-2127},
    doi={10.21595/jve.2017.18628},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049788594&doi=10.21595%2fjve.2017.18628&partnerID=40&md5=18a3376bd689a8749c40326fda079f58},
    affiliation={Bu-Ali Sina University, Hamadan, Iran},
    }
  • [DOI] J. Liu, X. Li, X. Zang, Y. F. Chen, and X. Wang, “Hysteretic behavior and modified design of square tsrc columns with shear studs,” Thin-walled structures, vol. 129, pp. 265-277, 2018.
    [Bibtex]
    @ARTICLE{Liu2018265,
    author={Liu, J. and Li, X. and Zang, X. and Chen, Y.F. and Wang, X.},
    title={Hysteretic behavior and modified design of square TSRC columns with shear studs},
    journal={Thin-Walled Structures},
    year={2018},
    volume={129},
    pages={265-277},
    doi={10.1016/j.tws.2018.04.007},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046342412&doi=10.1016%2fj.tws.2018.04.007&partnerID=40&md5=b3c63f20c5aa4a41984e56593c4d1d50},
    affiliation={School of Civil Engineering, Chongqing University, Chongqing, 400045, China; Key Laboratory of Mechanics on Disaster and Environment in Western China of the Ministry of Education of China, Lanzhou University, Lanzhou, 730000, China; Department of Civil Engineering, The Pennsylvania State University, Middletown, PA 17057, United States},
    }
  • [DOI] H. Parvini Sani, M. Gholhaki, and M. Banazadeh, “Simplified direct loss measure for seismic isolated steel moment-resisting structures,” Journal of constructional steel research, vol. 147, pp. 313-323, 2018.
    [Bibtex]
    @ARTICLE{ParviniSani2018313,
    author={Parvini Sani, H. and Gholhaki, M. and Banazadeh, M.},
    title={Simplified direct loss measure for seismic isolated steel moment-resisting structures},
    journal={Journal of Constructional Steel Research},
    year={2018},
    volume={147},
    pages={313-323},
    doi={10.1016/j.jcsr.2018.04.010},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046090668&doi=10.1016%2fj.jcsr.2018.04.010&partnerID=40&md5=26b6477efee2327f707d5553dbb535f9},
    affiliation={Structural Engineering, Department of Civil Engineering, College of Engineering, Zanjan Branch, Islamic Azad University, Zanjan, Iran; Structural Engineering, Department of Civil Engineering, Semnan University, Semnan, Iran; Seismic Engineering, Department of Civil and Environmental Engineering, Amirkabir University of Technology (Tehran Polytechnic), Tehran, Iran},
    }
  • [DOI] H. Jiang, H. Qiu, and M. Zhang, “Probabilistic seismic demand analysis of frame structure with local slot in floor slab [楼板局部设缝框架结构概率地震需求分析],” Hunan daxue xuebao/journal of hunan university natural sciences, vol. 45, iss. 7, pp. 29-38, 2018.
    [Bibtex]
    @ARTICLE{Jiang201829,
    author={Jiang, H. and Qiu, H. and Zhang, M.},
    title={Probabilistic Seismic Demand Analysis of Frame Structure with Local Slot in Floor Slab [楼板局部设缝框架结构概率地震需求分析]},
    journal={Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences},
    year={2018},
    volume={45},
    number={7},
    pages={29-38},
    doi={10.16339/j.cnki.hdxbzkb.2018.07.004},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054786135&doi=10.16339%2fj.cnki.hdxbzkb.2018.07.004&partnerID=40&md5=8f9e7e403c6d2afe16e4bed149fa8c04},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, 210096, China; School of Civil Engineering and Architecture, Guangxi University of Science and Technology, Liuzhou, 545006, China},
    }
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    [Bibtex]
    @ARTICLE{Huang2018143,
    author={Huang, H. and Chang, W.-S.},
    title={Application of pre-stressed SMA-based tuned mass damper to a timber floor system},
    journal={Engineering Structures},
    year={2018},
    volume={167},
    pages={143-150},
    doi={10.1016/j.engstruct.2018.04.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045440912&doi=10.1016%2fj.engstruct.2018.04.011&partnerID=40&md5=c6bd1172a07e9a925b678aae9f173946},
    affiliation={College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China; School of Architecture, University of Sheffield, Sheffield, S102TN, United Kingdom},
    }
  • [DOI] J. Wang, H. Li, J. Yan, and Y. Shi, “Residual displacements of rc piers under action of earthquake [地震作用下钢筋混凝土桥墩残余位移研究],” Zhendong yu chongji/journal of vibration and shock, vol. 37, iss. 13, pp. 130-134, 2018.
    [Bibtex]
    @ARTICLE{Wang2018130,
    author={Wang, J. and Li, H. and Yan, J. and Shi, Y.},
    title={Residual displacements of RC piers under action of earthquake [地震作用下钢筋混凝土桥墩残余位移研究]},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={13},
    pages={130-134},
    doi={10.13465/j.cnki.jvs.2018.13.020},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055468222&doi=10.13465%2fj.cnki.jvs.2018.13.020&partnerID=40&md5=05bfb1981c75eef9dbdc4a70e3910b16},
    affiliation={MOE Key Lab of Roads and Railway Engineering Safety Control, Shijiazhuang Tiedao University, Shijiazhuang, 050043, China; CITIC General Institute of Architectural Design and Research Co., Ltd., Wuhan, 430014, China; Structural Health Monitoring and Control Institute, Shijiazhuang Tiedao University, Shijiazhuang, 050043, China; School of Civil Engineering, Lanzhou University of Technology, Lanzhou, 730050, China},
    }
  • [DOI] D. R. Teruna and H. Wijaya, “Seismic responses comparison of rc building in consideration of plastic hinge models and properties.” 2018.
    [Bibtex]
    @CONFERENCE{Teruna2018,
    author={Teruna, D.R. and Wijaya, H.},
    title={Seismic responses comparison of RC building in consideration of plastic hinge models and properties},
    journal={IOP Conference Series: Materials Science and Engineering},
    year={2018},
    volume={383},
    number={1},
    doi={10.1088/1757-899X/383/1/012025},
    art_number={012025},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050510426&doi=10.1088%2f1757-899X%2f383%2f1%2f012025&partnerID=40&md5=0b10d58a6b63a248a14a6e2953ce88c3},
    affiliation={Department of Civil Engineering, University of Sumatera Utara, Jln. DR. Mansyur Kampus, USU Medan, 20155, Indonesia; Department of Civil and Construction Engineering, Swinburne University of Technology, Australia},
    }
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    [Bibtex]
    @ARTICLE{Mohebbi2018,
    author={Mohebbi, A. and Saiidi, M.S. and Itani, A.M.},
    title={Shake Table Studies and Analysis of a Precast Two-Column Bent with Advanced Materials and Pocket Connections},
    journal={Journal of Bridge Engineering},
    year={2018},
    volume={23},
    number={7},
    doi={10.1061/(ASCE)BE.1943-5592.0001247},
    art_number={04018046},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046894222&doi=10.1061%2f%28ASCE%29BE.1943-5592.0001247&partnerID=40&md5=47cfc33b0b074ad0006821d9be6fdc87},
    affiliation={Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV 89557, United States},
    }
  • J. Xu, Z. Chen, S. Zhang, and J. Xue, “Seismic performance evolution and transmission mechanism, design philosophy of cross-shaped steel reinforced concrete columns and the corresponding joints [型钢混凝土十形柱及其节点抗震性能演变, 传递机制及设计理念],” Tumu gongcheng xuebao/china civil engineering journal, vol. 51, iss. 7, pp. 75-86, 2018.
    [Bibtex]
    @ARTICLE{Xu201875,
    author={Xu, J. and Chen, Z. and Zhang, S. and Xue, J.},
    title={Seismic performance evolution and transmission mechanism, design philosophy of cross-shaped steel reinforced concrete columns and the corresponding joints [型钢混凝土十形柱及其节点抗震性能演变, 传递机制及设计理念]},
    journal={Tumu Gongcheng Xuebao/China Civil Engineering Journal},
    year={2018},
    volume={51},
    number={7},
    pages={75-86},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054519253&partnerID=40&md5=01faf50ea9a5de3933e8620393f77923},
    affiliation={College of Civil Engineering and Architecture, Guangxi University, Nanning, 530004, China; Nanjing Tech University, Nanjing, 211816, China; Key laboratory of disaster prevention and structural safety of ministry of education, Guangxi University, Nanning, 530004, China; Xi'an University of Architecture & Technology, Xi'an, 710055, China},
    }
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    [Bibtex]
    @ARTICLE{Kameshwar2018,
    author={Kameshwar, S. and Padgett, J.E.},
    title={Parameterized Fragility Assessment of Bridges Subjected to Pier Scour and Vehicular Loads},
    journal={Journal of Bridge Engineering},
    year={2018},
    volume={23},
    number={7},
    doi={10.1061/(ASCE)BE.1943-5592.0001240},
    art_number={04018044},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046146149&doi=10.1061%2f%28ASCE%29BE.1943-5592.0001240&partnerID=40&md5=686e74ac7b95e93a75b53071230d26de},
    affiliation={Dept. of Civil and Environmental Engineering, Rice Univ., 6100 Main St., MS-318, Houston, TX 77005, United States},
    }
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    [Bibtex]
    @ARTICLE{Khosravifar201843,
    author={Khosravifar, A. and Elgamal, A. and Lu, J. and Li, J.},
    title={A 3D model for earthquake-induced liquefaction triggering and post-liquefaction response},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2018},
    volume={110},
    pages={43-52},
    doi={10.1016/j.soildyn.2018.04.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045443937&doi=10.1016%2fj.soildyn.2018.04.008&partnerID=40&md5=6b494893505561a8dc9304c507dcdf5c},
    affiliation={Department of Civil and Environmental Engineering, Portland State University, Portland, OR 97201, United States; Department of Structural Engineering, University of California, San Diego, La Jolla, CA 92093, United States},
    }
  • [DOI] X. Huang, Z. Zhou, K. Hua, C. Guo, D. Zhu, and T. Xia, “Influence of infill configurations on seismic responses of steel self-centering moment resisting frames,” Structural design of tall and special buildings, vol. 27, iss. 10, 2018.
    [Bibtex]
    @ARTICLE{Huang2018,
    author={Huang, X. and Zhou, Z. and Hua, K. and Guo, C. and Zhu, D. and Xia, T.},
    title={Influence of infill configurations on seismic responses of steel self-centering moment resisting frames},
    journal={Structural Design of Tall and Special Buildings},
    year={2018},
    volume={27},
    number={10},
    doi={10.1002/tal.1474},
    art_number={e1474},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046709008&doi=10.1002%2ftal.1474&partnerID=40&md5=18dda1ba614cdddbc37ee2a4b5af9269},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, China},
    }
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    [Bibtex]
    @ARTICLE{Li2018232,
    author={Li, P. and Dashti, S. and Badanagki, M. and Kirkwood, P.},
    title={Evaluating 2D numerical simulations of granular columns in level and gently sloping liquefiable sites using centrifuge experiments},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2018},
    volume={110},
    pages={232-243},
    doi={10.1016/j.soildyn.2018.03.023},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046167182&doi=10.1016%2fj.soildyn.2018.03.023&partnerID=40&md5=0df23e97df5158bc2e40592435b1c8f8},
    affiliation={Institute of Disaster Prevention, Sanhe, Hebei province 065201, China; University of Colorado Boulder, Dept. of Civil, Env. and Arch. Engineering, Boulder, CO 80309, United States},
    }
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    [Bibtex]
    @ARTICLE{Sadeghi2018155,
    author={Sadeghi, S. and Rofooei, F.R.},
    title={Quantification of the seismic performance factors for steel diagrid structures},
    journal={Journal of Constructional Steel Research},
    year={2018},
    volume={146},
    pages={155-168},
    doi={10.1016/j.jcsr.2018.03.018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045273597&doi=10.1016%2fj.jcsr.2018.03.018&partnerID=40&md5=4234e6d76a072127776a582f7a0348ef},
    affiliation={Civil Engineering Department, Sharif University of Technology, PO Box 11155-4313, Tehran, Iran},
    }
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    [Bibtex]
    @ARTICLE{Massone201813,
    author={Massone, L.M. and Nazar, F.},
    title={Analytical and experimental evaluation of the use of fibers as partial reinforcement in shotcrete for tunnels in Chile},
    journal={Tunnelling and Underground Space Technology},
    year={2018},
    volume={77},
    pages={13-25},
    doi={10.1016/j.tust.2018.03.027},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044587629&doi=10.1016%2fj.tust.2018.03.027&partnerID=40&md5=569b3d1c023acb1a5dc4849f71be2a86},
    affiliation={Department of Civil Engineering, University of Chile, Blanco Encalada 2002, Santiago, Chile},
    }
  • [DOI] Y. Pan, X. Chen, H. Wang, and C. Zhao, “Seismic fragility analysis of unbonded post-tensioned fabricated rc frame structures [无黏结预应力装配式框架结构地震易损性分析],” Harbin gongye daxue xuebao/journal of harbin institute of technology, vol. 50, iss. 6, pp. 71-77, 2018.
    [Bibtex]
    @ARTICLE{Pan201871,
    author={Pan, Y. and Chen, X. and Wang, H. and Zhao, C.},
    title={Seismic fragility analysis of unbonded post-tensioned fabricated RC frame structures [无黏结预应力装配式框架结构地震易损性分析]},
    journal={Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology},
    year={2018},
    volume={50},
    number={6},
    pages={71-77},
    doi={10.11918/j.issn.0367-6234.201709017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054612578&doi=10.11918%2fj.issn.0367-6234.201709017&partnerID=40&md5=7dfe324da7861468db6b01385ca53ce8},
    affiliation={School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China; Key Laboratory of Seismic Engineering of Sichuan Province (Southwest Jiaotong University), Chengdu, 610031, China; China Railway Liuyuan Group Co., Ltd., Tianjin, 300308, China},
    }
  • [DOI] J. Pereiro-Barceló, J. L. Bonet, S. Gómez-Portillo, and C. Castro-Bugallo, “Ductility of high-performance concrete and very-high-performance concrete elements with ni-ti reinforcements,” Construction and building materials, vol. 175, pp. 531-551, 2018.
    [Bibtex]
    @ARTICLE{Pereiro-Barcelo2018531,
    author={Pereiro-Barceló, J. and Bonet, J.L. and Gómez-Portillo, S. and Castro-Bugallo, C.},
    title={Ductility of high-performance concrete and very-high-performance concrete elements with Ni-Ti reinforcements},
    journal={Construction and Building Materials},
    year={2018},
    volume={175},
    pages={531-551},
    doi={10.1016/j.conbuildmat.2018.04.172},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046682341&doi=10.1016%2fj.conbuildmat.2018.04.172&partnerID=40&md5=053c22aaf1a3493c409cb9a2369b3878},
    affiliation={Construction Engineering and Civil Engineering Projects Department, ICITECH, Universitat Politècnica de València, C/Vera unnumbered, Valencia, 46022, Spain; Independent Civil Engineer, Universitat Politècnica de València, C/Vera unnumbered, Valencia, 46022, Spain},
    }
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    [Bibtex]
    @ARTICLE{Bahar2018,
    author={Bahar, H. and Bahar, A.},
    title={A force analogy method (FAM) assessment on different static condensation procedures for frames with full Rayleigh damping},
    journal={Structural Design of Tall and Special Buildings},
    year={2018},
    volume={27},
    number={9},
    doi={10.1002/tal.1468},
    art_number={e1468},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041080857&doi=10.1002%2ftal.1468&partnerID=40&md5=6dd31d84c50b92197a7e625e085a3e9b},
    affiliation={Faculty of Engineering, University of Guilan, Rasht, Iran},
    }
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    [Bibtex]
    @CONFERENCE{Yong2018,
    author={Yong, S. and Xin, C. and Yan-Qing, Z. and Wei-Gen, Y. and Jia-Qing, L. and Guan-Xing, S.},
    title={Seismic Strengthening Design and Performance Analysis of an Existing RC Frame},
    journal={IOP Conference Series: Materials Science and Engineering},
    year={2018},
    volume={371},
    number={1},
    doi={10.1088/1757-899X/371/1/012028},
    art_number={012028},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049779269&doi=10.1088%2f1757-899X%2f371%2f1%2f012028&partnerID=40&md5=ef1f9d15708540e7b3c0fe3c8c9b7d71},
    affiliation={Jiangsu Research Institute of Building Science Co., Ltd, Nanjing, 210008, China; Jiangsu Province Key Laboratory of Structure Engineering, Suzhou University of Science and Technology, Suzhou, 215011, China},
    }
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    [Bibtex]
    @ARTICLE{Lukic2018210,
    author={Lukic, R. and Poletti, E. and Rodrigues, H. and Vasconcelos, G.},
    title={Numerical modelling of the cyclic behavior of timber-framed structures},
    journal={Engineering Structures},
    year={2018},
    volume={165},
    pages={210-221},
    doi={10.1016/j.engstruct.2018.03.039},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044152695&doi=10.1016%2fj.engstruct.2018.03.039&partnerID=40&md5=eddd8c254a98fe851e1aa777da6f86d0},
    affiliation={Engineer-in-Training, Toronto, Canada; ISISE, Department of Civil Engineering, Campus de Azurém, University of Minho, Portugal; RISCO, School of Technology and Management, Instituto Politécnico de Leiria, Portugal},
    }
  • [DOI] C. Li, H. -N. Li, H. Hao, K. Bi, and B. Chen, “Seismic fragility analyses of sea-crossing cable-stayed bridges subjected to multi-support ground motions on offshore sites,” Engineering structures, vol. 165, pp. 441-456, 2018.
    [Bibtex]
    @ARTICLE{Li2018441,
    author={Li, C. and Li, H.-N. and Hao, H. and Bi, K. and Chen, B.},
    title={Seismic fragility analyses of sea-crossing cable-stayed bridges subjected to multi-support ground motions on offshore sites},
    journal={Engineering Structures},
    year={2018},
    volume={165},
    pages={441-456},
    doi={10.1016/j.engstruct.2018.03.066},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044458510&doi=10.1016%2fj.engstruct.2018.03.066&partnerID=40&md5=d24c552d3a5d630d72101171e23931e9},
    affiliation={State Key Laboratory of Coastal and Offshore Engineering, Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, 116024, China; School of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, China; Center for Infrastructure Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin University, Kent Street, Bentley, WA 6102, Australia; School of Civil Engineering, Guangzhou University, Guangzhou, 510006, China; School of Architecture and Civil Engineering, Nanchang University, Nanchang, 330031, China},
    }
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    [Bibtex]
    @ARTICLE{ZakerEsteghamati2018,
    author={Zaker Esteghamati, M. and Banazadeh, M. and Huang, Q.},
    title={The effect of design drift limit on the seismic performance of RC dual high-rise buildings},
    journal={Structural Design of Tall and Special Buildings},
    year={2018},
    volume={27},
    number={8},
    doi={10.1002/tal.1464},
    art_number={e1464},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044578219&doi=10.1002%2ftal.1464&partnerID=40&md5=941badfd84726585df3fe48b69e8709c},
    affiliation={Department of Civil Engineering, The University of Akron, Akron, OH, United States; Civil and Environmental Engineering Department, Amirkabir University, Tehran, Iran},
    }
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    @CONFERENCE{Malla2018,
    author={Malla, P.B. and Zhou, H. and Che, Y.},
    title={Cyclic Flexural Behavior of Reinforced Concrete Beams},
    journal={E3S Web of Conferences},
    year={2018},
    volume={38},
    doi={10.1051/e3sconf/20183803022},
    art_number={03022},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049325147&doi=10.1051%2fe3sconf%2f20183803022&partnerID=40&md5=95e2a96cb1a26761b326293cc799a0d5},
    affiliation={State Key Laboratory of Costal and Offshore Engineering, Dalian University of Technology, Dalian, Liaoning, 116024, China; Department of Architectural Engineering, Shandong Water Conservancy Vocational College, Rizhao, Shandong Code, China},
    }
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    [Bibtex]
    @ARTICLE{Tsantilis20181,
    author={Tsantilis, A.V. and Triantafillou, T.C.},
    title={Innovative Seismic Isolation of Masonry Infills in Steel Frames using Cellular Materials at the Frame-Infill Interface},
    journal={Journal of Earthquake Engineering},
    year={2018},
    pages={1-18},
    doi={10.1080/13632469.2018.1478347},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85047984334&doi=10.1080%2f13632469.2018.1478347&partnerID=40&md5=e31a60396c40b4209ea29c37d4ab354b},
    affiliation={Dept. of Civil Engrg, Univ. of Patras, Patras, Greece, Greece},
    }
  • Y. Sun, J. Xu, Z. Chen, J. Xue, and X. Zhou, “A numerical simulation method for analyzing the biaxial compression-bending behavior of steel reinforced concrete t-shaped columns: experimental verification and ultimate capacity analysis [一种分析型钢混凝土t形柱双向压弯受力性能数值 模拟方法:试验验证与极限承载力分析],” Tumu gongcheng xuebao/china civil engineering journal, vol. 51, iss. 6, pp. 80-90, 2018.
    [Bibtex]
    @ARTICLE{Sun201880,
    author={Sun, Y. and Xu, J. and Chen, Z. and Xue, J. and Zhou, X.},
    title={A numerical simulation method for analyzing the biaxial compression-bending behavior of steel reinforced concrete T-shaped columns: experimental verification and ultimate capacity analysis [一种分析型钢混凝土T形柱双向压弯受力性能数值 模拟方法:试验验证与极限承载力分析]},
    journal={Tumu Gongcheng Xuebao/China Civil Engineering Journal},
    year={2018},
    volume={51},
    number={6},
    pages={80-90},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054344895&partnerID=40&md5=5644937227a52cf9ca8aa12fbd0473bf},
    affiliation={Nanjing Tech University, Nanning, 211816, China; Guangxi University, Nanning, 530004, China; Key Laboratory of Disaster Prevention and Structural Safety of the Ministry of Education, Guangxi University, Nanning, 530004, China; Xi'an University of Architecture and Technology, Xi'an, 710055, China},
    }
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    @ARTICLE{Ghaffary20182165,
    author={Ghaffary, A. and Karami Mohammadi, R.},
    title={Framework for virtual hybrid simulation of TADAS frames using opensees and abaqus},
    journal={JVC/Journal of Vibration and Control},
    year={2018},
    volume={24},
    number={11},
    pages={2165-2179},
    doi={10.1177/1077546316679029},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046750516&doi=10.1177%2f1077546316679029&partnerID=40&md5=56f8677c9f1df4332e83513704d1c1dd},
    affiliation={Department of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran},
    }
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    @ARTICLE{Feng2018,
    author={Feng, D.-C. and Wu, G. and Lu, Y.},
    title={Numerical Investigation on the Progressive Collapse Behavior of Precast Reinforced Concrete Frame Subassemblages},
    journal={Journal of Performance of Constructed Facilities},
    year={2018},
    volume={32},
    number={3},
    doi={10.1061/(ASCE)CF.1943-5509.0001179},
    art_number={04018027},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045410738&doi=10.1061%2f%28ASCE%29CF.1943-5509.0001179&partnerID=40&md5=1214cffb594411ad2b686e9a2a21cc93},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures, Ministry of Education, Southeast Univ., 2 Sipailou, Nanjing, 210096, China; Institute for Infrastructure and Environment, School of Engineering, Univ. of Edinburgh, Edinburgh, EH9 3JL, United Kingdom},
    }
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    [Bibtex]
    @ARTICLE{Tang201881,
    author={Tang, C. and Luo, R. and Bai, X. and Yang, T. and Nie, Q.},
    title={Research on seismic deformation capacity of existing concrete frame columns with low volumetric ratio of transverse reinforcement [低配箍率既有框架柱抗震变形能力研究]},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    number={6},
    pages={81-91},
    doi={10.14006/j.jzjgxb.2018.06.009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053311458&doi=10.14006%2fj.jzjgxb.2018.06.009&partnerID=40&md5=c95ed42783bbdbb81fb985c3ff54ab11},
    affiliation={Institute of Earthquake Engineering, China Academy of Building Research, Beijing, 100013, China; Disaster Prevention Research Center, Ministry of Housing and Urban-Rural Development of the People's Republic of China, Beijing, 100013, China},
    }
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    @ARTICLE{Kang2018,
    author={Kang, R. and Zheng, K. and Li, X. and Jia, H. and Zheng, S.},
    title={Effect of Ground Motion Spatial Variations on Pounding Response of High-Pier Railway Bridge [地震空间变化性对高墩铁路桥碰撞响应的影响]},
    journal={Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University},
    year={2018},
    volume={53},
    number={3},
    pages={483-491 and 499},
    doi={10.3969/j.issn.0258-2724.2018.03.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052861929&doi=10.3969%2fj.issn.0258-2724.2018.03.008&partnerID=40&md5=ce617894212f9744385a459a0c958b0f},
    affiliation={School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China; Key Laboratory of High-Speed Railway Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China},
    }
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    @ARTICLE{Yu20181748,
    author={Yu, Z. and Li, H. and Wei, B. and Jiang, L. and Mao, J.},
    title={Numerical analysis on longitudinal seismic responses of high-speed railway bridges isolated by friction pendulum bearings},
    journal={Journal of Vibroengineering},
    year={2018},
    volume={20},
    number={4},
    pages={1748-1760},
    doi={10.21595/jve.2017.18557},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049381609&doi=10.21595%2fjve.2017.18557&partnerID=40&md5=efd70505186d72c77ff528e8c47365cd},
    affiliation={School of Civil Engineering, Central South University, Changsha, 410075, China; National Engineering Laboratory for High-speed Railway Construction, Changsha, 410004, China},
    }
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    @ARTICLE{Eftekhari2018301,
    author={Eftekhari, M. and Karrech, A. and Elchalakani, M. and Basarir, H.},
    title={Multi-scale Modeling Approach to Predict the Nonlinear Behavior of CNT-reinforced Concrete Columns Subjected to Service Loading},
    journal={Structures},
    year={2018},
    volume={14},
    pages={301-312},
    doi={10.1016/j.istruc.2018.03.015},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045245221&doi=10.1016%2fj.istruc.2018.03.015&partnerID=40&md5=2f44c2cd3d29e5908f25ec0a8938f549},
    affiliation={Department of Civil, Environmental and Mining Engineering, The University of Western Australia, 35 Stirling Highway, Perth, WA 6009, Australia},
    }
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    @ARTICLE{Zhong2018,
    author={Zhong, H. and Guan, Z.},
    title={Applicability of rocking pile-group foundations in the seismic design of urban viaducts [提离式桩基础用于城市高架桥抗震之适用性分析]},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={10},
    pages={117-122 and 134},
    doi={10.13465/j.cnki.jvs.2018.10.017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052785630&doi=10.13465%2fj.cnki.jvs.2018.10.017&partnerID=40&md5=7e90c3a1623cae0f8e0305ee8ed84ae5},
    affiliation={College of Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
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    @ARTICLE{Zhou2018224,
    author={Zhou, Y. and Chen, P. and Zhang, D. and Gong, S. and Lu, W.},
    title={A new analytical model for viscous wall dampers and its experimental validation},
    journal={Engineering Structures},
    year={2018},
    volume={163},
    pages={224-240},
    doi={10.1016/j.engstruct.2018.02.049},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042592471&doi=10.1016%2fj.engstruct.2018.02.049&partnerID=40&md5=00796296cdfb9bc6279ee1a2e0950d11},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
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    @ARTICLE{Gandelli20181,
    author={Gandelli, E. and Quaglini, V.},
    title={Effect of the Static Coefficient of Friction of Curved Surface Sliders on the Response of an Isolated Building},
    journal={Journal of Earthquake Engineering},
    year={2018},
    pages={1-29},
    doi={10.1080/13632469.2018.1467353},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046142316&doi=10.1080%2f13632469.2018.1467353&partnerID=40&md5=4f4da78caec52ee197d434ecdbe92894},
    affiliation={Politecnico di Milano, Department of Architecture, Built environment and Construction Engineering A.B.C., Milano, Italy, Italy},
    }
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    @ARTICLE{Forcellini20182021,
    author={Forcellini, D.},
    title={Seismic assessment of a benchmark based isolated ordinary building with soil structure interaction},
    journal={Bulletin of Earthquake Engineering},
    year={2018},
    volume={16},
    number={5},
    pages={2021-2042},
    doi={10.1007/s10518-017-0268-6},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85034240164&doi=10.1007%2fs10518-017-0268-6&partnerID=40&md5=205a94c0caeeb273eae8bdd1834a141d},
    affiliation={University of San Marino, San Marino, 47890, San Marino},
    }
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    @ARTICLE{Gohlich20181460,
    author={Gohlich, R. and Erochko, J. and Woods, J.E.},
    title={Experimental testing and numerical modelling of a heavy timber moment-resisting frame with ductile steel links},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2018},
    volume={47},
    number={6},
    pages={1460-1477},
    doi={10.1002/eqe.3025},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042236173&doi=10.1002%2feqe.3025&partnerID=40&md5=e38fefe82771e637cda686862058d21a},
    affiliation={Carleton University, Ottawa, Canada},
    }
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    @ARTICLE{Swensen2018423,
    author={Swensen, D.J. and Kunnath, S.K. and Eeri, M.},
    title={Consequences of modeling choices in seismic performance assessment of buildings},
    journal={Earthquake Spectra},
    year={2018},
    volume={34},
    number={2},
    pages={423-440},
    doi={10.1193/030217EQS044EP},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051336418&doi=10.1193%2f030217EQS044EP&partnerID=40&md5=912a2baf91571694d0ea5efeccde9435},
    affiliation={Strong Motion Instrumentation Program, California Geological Survey, Sacramento, CA 95814, United States; Civil and Environmental Engineering, University of California, Davis, CA 95616, United States},
    }
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    @ARTICLE{Serpieri2018209,
    author={Serpieri, R. and Sessa, S. and Rosati, L.},
    title={A MITC-based procedure for the numerical integration of a continuum elastic-plastic theory of through-the-thickness-jacketed shell structures},
    journal={Composite Structures},
    year={2018},
    volume={191},
    pages={209-220},
    doi={10.1016/j.compstruct.2018.02.031},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042849301&doi=10.1016%2fj.compstruct.2018.02.031&partnerID=40&md5=b3b8181414dceb05b4761ee71ab16818},
    affiliation={Department of Engineering, University of Sannio, Piazza Roma, 21, Benevento, 82100, Italy; Department of Structures for Engineering and Architecture, University of Naples Federico II, Via Claudio, 21, Napoli, 80124, Italy},
    }
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    @ARTICLE{Cheng2018962,
    author={Cheng, B. and Yang, C. and Su, R.K.L.},
    title={Seismic retrofit analysis of concrete coupled shear wall structures with laterally restrained steel plate coupling beams},
    journal={Advances in Structural Engineering},
    year={2018},
    volume={21},
    number={7},
    pages={962-974},
    doi={10.1177/1369433217735932},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045652329&doi=10.1177%2f1369433217735932&partnerID=40&md5=62448103e2d6cd5f9abec26063ea6208},
    affiliation={Beijing Advanced Innovation Center for Future Urban Design, Beijing University of Civil Engineering and Architecture, Beijing, China; School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing, China; Department of Civil Engineering, The University of Hong Kong, Hong Kong},
    }
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    @ARTICLE{Miano20181124,
    author={Miano, A. and Jalayer, F. and Ebrahimian, H. and Prota, A.},
    title={Cloud to IDA: Efficient fragility assessment with limited scaling},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2018},
    volume={47},
    number={5},
    pages={1124-1147},
    doi={10.1002/eqe.3009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85039167006&doi=10.1002%2feqe.3009&partnerID=40&md5=07a9ce904be270c942bc273d5c3cb59c},
    affiliation={Department of Structures for Engineering and Architecture, University of Naples Federico II, Naples, Italy},
    }
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    @ARTICLE{Wang2018,
    author={Wang, W. and Li, A. and Wang, X.},
    title={Seismic Performance of Base-Isolated Precast Concrete Shear Wall Structure with AHW Connections},
    journal={Shock and Vibration},
    year={2018},
    volume={2018},
    doi={10.1155/2018/9632523},
    art_number={9632523},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046705931&doi=10.1155%2f2018%2f9632523&partnerID=40&md5=7dace7f7e23879bf370f63b37ad64c0e},
    affiliation={School of Architecture and Civil Engineering, Jiangsu University of Science and Technology, 2 Mengxi Road, Zhenjiang, 212003, China; Beijing Advanced Innovation Center for Future Urban Design, Beijing University of Civil Engineering and Architecture, 1 Zhanlanguan Road, Beijing, 100044, China; School of Civil Engineering, Southeast University, 2 Sipailou, Nanjing, 210096, China},
    }
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    @ARTICLE{Gu201898,
    author={Gu, Q. and Li, W. and Guo, W. and Liu, Y. and Jiang, L. and Yu, Z.},
    title={A Novel Two Dimensional Wheel-rail Interaction Element and Its Implementation in OpenSees [新型二维轮轨耦合单元及OpenSees实现]},
    journal={Tiedao Xuebao/Journal of the China Railway Society},
    year={2018},
    volume={40},
    number={4},
    pages={98-105},
    doi={10.3969/j.issn.1001-8360.2018.04.014},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051373533&doi=10.3969%2fj.issn.1001-8360.2018.04.014&partnerID=40&md5=7b1fcdb714045276a3c17018d5bba55e},
    affiliation={School of Architecture and Civil Engineering, Xiamen University, Xiamen, 361005, China; Xiamen Engineering Technology Center for Intelligent Maintenance of Infrastructures, Xiamen University, Xiamen, 361005, China; School of Civil Engineering, Central South University, Changsha, 410075, China; National Engineering Laboratory for High Speed Railway Construction, Central South University, Changsha, 410075, China},
    }
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    @ARTICLE{Wang2018176,
    author={Wang, Z. and Wang, J.-Q. and Liu, T.-X. and Zhang, J.},
    title={An explicit analytical model for seismic performance of an unbonded post-tensioned precast segmental rocking hollow pier},
    journal={Engineering Structures},
    year={2018},
    volume={161},
    pages={176-191},
    doi={10.1016/j.engstruct.2018.02.025},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044649404&doi=10.1016%2fj.engstruct.2018.02.025&partnerID=40&md5=8ac5e8b25c61015acb3afb31215fcdcf},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structure of China Ministry of Education, School of Civil Engineering, Southeast University, Nanjing, 210096, China; Department of Civil and Environmental Engineering, University of California, Los Angeles, CA 90095, United States},
    }
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    @CONFERENCE{Nguyen2018,
    author={Nguyen, D.-D. and Lee, T.-H.},
    title={Seismic fragility curves of bridge piers accounting for ground motions in Korea},
    journal={IOP Conference Series: Earth and Environmental Science},
    year={2018},
    volume={143},
    number={1},
    doi={10.1088/1755-1315/143/1/012029},
    art_number={012029},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046079451&doi=10.1088%2f1755-1315%2f143%2f1%2f012029&partnerID=40&md5=61965dd863ca05610fcd23dc2abd7054},
    affiliation={Department of Civil Engineering, Konkuk University, Seoul, 05029, South Korea; Department of Civil Engineering, Vinh University, Vinh, 461010, Viet Nam},
    }
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    @ARTICLE{Alfarah20181,
    author={Alfarah, B. and López-Almansa, F. and Oller, S.},
    title={Numerical Study on the Relevance of Columns Hidden Failure Modes in the Seismic Capacity of Non-Ductile RC Frames},
    journal={Journal of Earthquake Engineering},
    year={2018},
    pages={1-18},
    doi={10.1080/13632469.2018.1458666},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045202973&doi=10.1080%2f13632469.2018.1458666&partnerID=40&md5=31fa6e7f8d006ad509950f74a60a8b70},
    affiliation={Civil and Environmental Engineering Department, Technical University of Catalonia, Barcelona, Spain, Spain; Architecture Technology Department, Technical University of Catalonia, Barcelona, Spain, Spain},
    }
  • [DOI] T. Sun, Y. C. Kurama, P. Zhang, and J. Ou, “Linear-elastic lateral load analysis and seismic design of pin-supported wall-frame structures with yielding dampers,” Earthquake engineering and structural dynamics, vol. 47, iss. 4, pp. 988-1013, 2018.
    [Bibtex]
    @ARTICLE{Sun2018988,
    author={Sun, T. and Kurama, Y.C. and Zhang, P. and Ou, J.},
    title={Linear-elastic lateral load analysis and seismic design of pin-supported wall-frame structures with yielding dampers},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2018},
    volume={47},
    number={4},
    pages={988-1013},
    doi={10.1002/eqe.3002},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042946087&doi=10.1002%2feqe.3002&partnerID=40&md5=20837b8fa3bbf76bc1ee8b43fc0fdbf8},
    affiliation={Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, China; Department of Civil and Environmental Engineering and Earth Sciences, University of Notre Dame, Notre Dame, IN, United States},
    }
  • [DOI] M. Zhu, I. Elkhetali, and M. H. Scott, “Validation of opensees for tsunami loading on bridge superstructures,” Journal of bridge engineering, vol. 23, iss. 4, 2018.
    [Bibtex]
    @ARTICLE{Zhu2018,
    author={Zhu, M. and Elkhetali, I. and Scott, M.H.},
    title={Validation of OpenSees for Tsunami Loading on Bridge Superstructures},
    journal={Journal of Bridge Engineering},
    year={2018},
    volume={23},
    number={4},
    doi={10.1061/(ASCE)BE.1943-5592.0001221},
    art_number={04018015},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041949355&doi=10.1061%2f%28ASCE%29BE.1943-5592.0001221&partnerID=40&md5=f01244f5fe5a5ac697e8dfd537ac4fbb},
    affiliation={School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331, United States},
    }
  • [DOI] D. S. Shaygan, R. N. Farahoni, A. Lork, and G. Abdollahzadeh, “Comparison of seismic performance of steel frames equipped with diagonal and chevron viscous damper under near and far field earthquakes.” 2018, pp. 53-56.
    [Bibtex]
    @CONFERENCE{Shaygan201853,
    author={Shaygan, D.S. and Farahoni, R.N. and Lork, A. and Abdollahzadeh, G.},
    title={Comparison of seismic performance of steel frames equipped with diagonal and chevron viscous damper under near and far field earthquakes},
    journal={Vibroengineering Procedia},
    year={2018},
    volume={17},
    pages={53-56},
    doi={10.21595/vp.2018.19860},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85047213935&doi=10.21595%2fvp.2018.19860&partnerID=40&md5=6e041db834157ab6f1ee8d0c74bf5e45},
    affiliation={Department of Civil Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran; Department of Civil Engineering, Babol Noshirvani University of Technology, Babol, Iran; Department of Civil Engineering, Safadasht Branch, Islamic Azad University, Tehran, Iran},
    }
  • [DOI] D. Liu and H. Chen, “Seismic researches on a new assembled monolithic rc structure based on ida.” 2018, pp. 37-41.
    [Bibtex]
    @CONFERENCE{Liu201837,
    author={Liu, D. and Chen, H.},
    title={Seismic researches on a new assembled monolithic RC structure based on IDA},
    journal={Vibroengineering Procedia},
    year={2018},
    volume={17},
    pages={37-41},
    doi={10.21595/vp.2018.19799},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85047204748&doi=10.21595%2fvp.2018.19799&partnerID=40&md5=ff9d42f02dde14e76adf209b5672723d},
    affiliation={College of Civil Engineering, Zhengzhou University, Zhengzhou, China; College of Civil Engineering, Shangqiu Normal University, Shangqiu, China},
    }
  • [DOI] D. Yang, J. Wu, T. Wang, M. Hu, and S. Li, “Research on influence of member initial imperfections on seismic response of single-layer kewitt latticed domes,” Jianzhu jiegou xuebao/journal of building structures, vol. 39, iss. 3, pp. 1-11, 2018.
    [Bibtex]
    @ARTICLE{Yang20181,
    author={Yang, D. and Wu, J. and Wang, T. and Hu, M. and Li, S.},
    title={Research on influence of member initial imperfections on seismic response of single-layer Kewitt latticed domes},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    number={3},
    pages={1-11},
    doi={10.14006/j.jzjgxb.2018.03.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048582858&doi=10.14006%2fj.jzjgxb.2018.03.001&partnerID=40&md5=88eb3c4dd756675c7c1ff20ab91560a2},
    affiliation={School of Civil Engineering, Shandong Jianzhu University, Jinan, 250101, China; School of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China; Highway College, Chang'an University, Xi'an, 710072, China},
    }
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    [Bibtex]
    @ARTICLE{Xu20181293,
    author={Xu, Y.-L. and Zheng, Y. and Gu, Q.},
    title={Refined dynamic progressive collapse analysis of RC structures},
    journal={Bulletin of Earthquake Engineering},
    year={2018},
    volume={16},
    number={3},
    pages={1293-1322},
    doi={10.1007/s10518-017-0239-y},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85038618638&doi=10.1007%2fs10518-017-0239-y&partnerID=40&md5=989fd852da258a066d703d9062885a44},
    affiliation={Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, China; Department of Bridge Engineering, Tongji University, Shanghai, China; Department of Civil Engineering, School of Architecture and Civil Engineering, Xiamen University, Xiamen, China},
    }
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    @ARTICLE{Alibrandi20181002,
    author={Alibrandi, U. and Mosalam, K.M.},
    title={Response Spectrum Code-Conforming PEER PBEE using Stochastic Dynamic Analysis and Information Theory},
    journal={KSCE Journal of Civil Engineering},
    year={2018},
    volume={22},
    number={3},
    pages={1002-1015},
    doi={10.1007/s12205-018-0013-y},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85043977612&doi=10.1007%2fs12205-018-0013-y&partnerID=40&md5=70996c2d156b3b18b6f6eebf77f3f4fc},
    affiliation={Berkeley Education Alliance for Research in Singapore, Create Tower, 1 Create way, #11-02, Singapore, 138602, Singapore; University of California at Berkeley, Dept. of Civil and Environmental Engineering, 723 Davis Hall, Berkeley, CA 94720, United States},
    }
  • [DOI] Y. Zhang, M. Zhou, and L. Zheng, “Seismic fragility analysis of infilled reinforced concrete frame building based on modified ibarra-medina-krawinkler model [基于改进imk恢复力模型的填充墙rc框架结构地震易损性分析],” Chongqing daxue xuebao/journal of chongqing university, vol. 41, iss. 3, pp. 67-75, 2018.
    [Bibtex]
    @ARTICLE{Zhang201867,
    author={Zhang, Y. and Zhou, M. and Zheng, L.},
    title={Seismic fragility analysis of infilled reinforced concrete frame building based on Modified Ibarra-Medina-Krawinkler model [基于改进IMK恢复力模型的填充墙RC框架结构地震易损性分析]},
    journal={Chongqing Daxue Xuebao/Journal of Chongqing University},
    year={2018},
    volume={41},
    number={3},
    pages={67-75},
    doi={10.11835/j.issn.1000-582X.2018.03.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060106122&doi=10.11835%2fj.issn.1000-582X.2018.03.008&partnerID=40&md5=922f574bf70d4fd60d727512529c74f8},
    affiliation={College of Civil and Architectural Engineering, Guangxi University, Nanning, 530004, China; Key Laboratory of Disaster Prevention and Structural Safety of China Ministry of Education, Guangxi University, Nanning, 530004, China; Guangxi Key Laboratory of Disaster Prevention and Structural Safety, Guangxi University, Nanning, 530004, China},
    }
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    @ARTICLE{He2018229,
    author={He, Q. and Wang, H. and Wu, W.},
    title={Hysteresis Behavior of Self-Centering Energy Dissipation Rocking Column with Different Parameters [自复位耗能摇摆柱在不同参数下的滞回性能分析]},
    journal={Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science)},
    year={2018},
    volume={34},
    number={2},
    pages={229-238},
    doi={10.11717/j.issn:2095-1922.2018.02.05},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057760149&doi=10.11717%2fj.issn%3a2095-1922.2018.02.05&partnerID=40&md5=ce0c02bbea44d01d0a1217a92becb207},
    affiliation={Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, 730050, China; Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou, 730050, China},
    }
  • L. Wang, Y. Lin, Z. Zong, and J. Xia, “Comparison study on seismic performance of connection joints of steel-concrete composite continuous rigid-frame bridges,” World information on earthquake engineering, vol. 34, iss. 1, pp. 31-39, 2018.
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    @ARTICLE{Wang201831,
    author={Wang, L. and Lin, Y. and Zong, Z. and Xia, J.},
    title={Comparison study on seismic performance of connection joints of steel-concrete composite continuous rigid-frame bridges},
    journal={World Information on Earthquake Engineering},
    year={2018},
    volume={34},
    number={1},
    pages={31-39},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050338381&partnerID=40&md5=e31b53710715e6b522c383bf1ae807bf},
    affiliation={School of Civil Engineering, Southeast University, Nanjing, 210096, China; Fujian Institute of Architectural Science, Fuzhou, 350025, China},
    }
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    @ARTICLE{Li2018703,
    author={Li, S. and Dezfuli, F.H. and Wang, J.-Q. and Alam, M.S.},
    title={Longitudinal seismic response control of long-span cable-stayed bridges using shape memory alloy wire-based lead rubber bearings under near-fault records},
    journal={Journal of Intelligent Material Systems and Structures},
    year={2018},
    volume={29},
    number={5},
    pages={703-728},
    doi={10.1177/1045389X17721030},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044163306&doi=10.1177%2f1045389X17721030&partnerID=40&md5=8f349abc430341f2ed65bdcd2548e0ef},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Nanjing, China; School of Engineering, University of British Columbia, Kelowna, BC, Canada},
    }
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    @ARTICLE{Arab20183,
    author={Arab, A. and Banan, M.R. and Banan, M.R. and Farhadi, S.},
    title={Estimation of relations among hysteretic response measures and design parameters for RC rectangular shear walls},
    journal={Frontiers of Structural and Civil Engineering},
    year={2018},
    volume={12},
    number={1},
    pages={3-15},
    doi={10.1007/s11709-017-0418-6},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029803787&doi=10.1007%2fs11709-017-0418-6&partnerID=40&md5=c4068b5e99c8abada405634b722effd2},
    affiliation={Department of Civil and Environmental Engineering, School of Engineering, Shiraz University, Shiraz, Fars, 71348-51156, Iran},
    }
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    @ARTICLE{Xue2018311,
    author={Xue, W. and Peng, F. and Fang, Z.},
    title={Behavior and design of slender rectangular concrete columns longitudinally reinforced with fiber-reinforced polymer bars},
    journal={ACI Structural Journal},
    year={2018},
    volume={115},
    number={2},
    pages={311-322},
    doi={10.14359/51701131},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85043581768&doi=10.14359%2f51701131&partnerID=40&md5=14c470b60001b040d8661bd972d69b8a},
    affiliation={Department of Structural Engineering, Tongji University, Shanghai, China},
    }
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    @ARTICLE{Verma2018660,
    author={Verma, A. and Sahoo, D.R.},
    title={Seismic behaviour of steel plate shear wall systems with staggered web configurations},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2018},
    volume={47},
    number={3},
    pages={660-677},
    doi={10.1002/eqe.2984},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041284351&doi=10.1002%2feqe.2984&partnerID=40&md5=e8c8b3a14cf00641946d3e02ec97ee89},
    affiliation={Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, India},
    }
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    @ARTICLE{Haddad2018148,
    author={Haddad, M.},
    title={Intermediate HSS bracing members during seismic excitations: modeling, design, and behavior},
    journal={Frontiers of Structural and Civil Engineering},
    year={2018},
    volume={12},
    number={1},
    pages={148-162},
    doi={10.1007/s11709-016-0375-5},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85016763789&doi=10.1007%2fs11709-016-0375-5&partnerID=40&md5=e45346cd9371bcf7b9546598b6f8a755},
    affiliation={Department of Architectural Engineering, United Arab Emirates University, P. O. Box 15551, Al Ain, United Arab Emirates},
    }
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    @ARTICLE{Vahid-Vahdattalab2018579,
    author={Vahid-Vahdattalab, F. and Mokari Rahmdel, J. and Shafei, E.},
    title={Seismic response evaluation of reinforced high strength concrete columns based on the modified constitutive model},
    journal={Scientia Iranica},
    year={2018},
    volume={25},
    number={2A},
    pages={579-589},
    doi={10.24200/sci.2017.4183},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046995887&doi=10.24200%2fsci.2017.4183&partnerID=40&md5=02fcc0f4201cbd152adc1b020a903b63},
    affiliation={Department of Structural Engineering, Urmia University of Technology, Urmia, Iran; Faculty of Civil Engineering, Urmia University of Technology, Urmia, Iran},
    }
  • J. Han and Z. Fu, “Quantitative investigation on post-earthquake resilience capacity of reinforced concrete frame structure,” World information on earthquake engineering, vol. 34, iss. 1, pp. 17-23, 2018.
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    @ARTICLE{Han201817,
    author={Han, J. and Fu, Z.},
    title={Quantitative investigation on post-earthquake resilience capacity of reinforced concrete frame structure},
    journal={World Information on Earthquake Engineering},
    year={2018},
    volume={34},
    number={1},
    pages={17-23},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050342300&partnerID=40&md5=eff9901ebefc5250c1784aa7152243af},
    affiliation={Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, 730050, China; Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Technology, Lanzhou, 730050, China},
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    @ARTICLE{Furtado201835,
    author={Furtado, A. and Rodrigues, H. and Arêde, A. and Varum, H.},
    title={Double-leaf infill masonry walls cyclic in-plane behaviour: Experimental and numerical investigation},
    journal={Open Construction and Building Technology Journal},
    year={2018},
    volume={12},
    pages={35-48},
    doi={10.2174/1874836801812010035},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045220513&doi=10.2174%2f1874836801812010035&partnerID=40&md5=53fa3e0ac6bc6986fd28c263d2fcfdf2},
    affiliation={CONSTRUCT-LESE, Department of Civil Engineering, Faculdade de Engenharia da Universidade do Porto, Porto, Portugal; RISCO - School of Technology and Management, Polytechnic Institute of Leiria, Leiria, Portugal},
    }
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    @ARTICLE{Havaei2018,
    author={Havaei, G.},
    title={Assessment of sliding-rubber isolator effect in progressive collapse of bridges under two scenarios},
    journal={Structural Design of Tall and Special Buildings},
    year={2018},
    volume={27},
    number={3},
    doi={10.1002/tal.1418},
    art_number={e1418},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028949182&doi=10.1002%2ftal.1418&partnerID=40&md5=55f3d2519b91c2c2805579188035377a},
    affiliation={Department of Civil Engineering, Amirkabir University of Technology, Tehran, Iran},
    }
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    @ARTICLE{Yang2018237,
    author={Yang, D. and Yun, C. and Wu, J. and Zhang, Y.},
    title={Aseismic performance of large span latticed domes with separated substructures},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={3},
    pages={237-242},
    doi={10.13465/j.cnki.jvs.2018.03.037},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046250260&doi=10.13465%2fj.cnki.jvs.2018.03.037&partnerID=40&md5=8fab725dcde1bb156feddd6393ea6592},
    affiliation={School of Civil Engineering, Shandong Jianzhu University, Jinan, 250101, China; School of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China},
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    @CONFERENCE{Mahmoud2018,
    author={Mahmoud, S. and Salima, A.},
    title={Developed approach to determine the seismic vulnerability of reinforced concrete structures},
    journal={MATEC Web of Conferences},
    year={2018},
    volume={149},
    doi={10.1051/matecconf/201714902078},
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    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042411936&doi=10.1051%2fmatecconf%2f201714902078&partnerID=40&md5=0110e72aa1be13995ad08c02c0ca9f5a},
    affiliation={Geo-materials Laboratory, Civil Engineering Department, Faculty of Technology, Saad Dahleb University of Blida, Algeria; Faculty of Technology, University of Medea, Algeria},
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    title={New opensees models for simulating nonlinear flexural and coupled shear-flexural behavior of RC walls and columns},
    journal={Computers and Structures},
    year={2018},
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    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032982773&doi=10.1016%2fj.compstruc.2017.10.010&partnerID=40&md5=af8e793dfa87f7359520f7c329e08409},
    affiliation={California State University, Fullerton, CA, United States; Bogazici University, Istanbul, Turkey; University of California, Los Angeles, CA, United States},
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    @ARTICLE{Psyrras201823,
    author={Psyrras, N.K. and Sextos, A.G.},
    title={Build-X: Expert system for seismic analysis and assessment of 3D buildings using OpenSees},
    journal={Advances in Engineering Software},
    year={2018},
    volume={116},
    pages={23-35},
    doi={10.1016/j.advengsoft.2017.11.007},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85036623698&doi=10.1016%2fj.advengsoft.2017.11.007&partnerID=40&md5=463c8a8aca1aa943fafbcbc0ba4557a9},
    affiliation={Department of Civil Engineering, University of Bristol, United Kingdom; Department of Civil Engineering, Aristotle University of Thessaloniki, Greece},
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    @ARTICLE{Mei2018,
    author={Mei, Z. and Wu, B. and Bursi, O.S. and Yang, G. and Wang, Z.},
    title={Hybrid simulation of structural systems with online updating of concrete constitutive law parameters by unscented Kalman filter},
    journal={Structural Control and Health Monitoring},
    year={2018},
    volume={25},
    number={2},
    doi={10.1002/stc.2069},
    art_number={e2069},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85026362444&doi=10.1002%2fstc.2069&partnerID=40&md5=ea33a4ad472d5472bf8ef98e169e6479},
    affiliation={Key Lab of Structures Dynamic Behavior and Control (Harbin Institute of Technology), Ministry of Education, Harbin, 150090, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China; Department of Civil, Environmental and Mechanical Engineering, University of Trento, Trento, 38123, Italy; China State Construction Technical Center, Beijing, 101300, China},
    }
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    [Bibtex]
    @ARTICLE{Heydari2018220,
    author={Heydari, M. and Behnamfar, F. and Zibasokhan, H.},
    title={A macro-model for nonlinear analysis of 3D reinforced concrete shear walls},
    journal={International Journal of Engineering, Transactions B: Applications},
    year={2018},
    volume={31},
    number={2},
    pages={220-227},
    doi={10.5829/ije.2018.31.02b.05},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044008022&doi=10.5829%2fije.2018.31.02b.05&partnerID=40&md5=daa2d50777055c083b55165da28ab261},
    affiliation={Department of Civil Engineering, Isfahan University of Technology, Esfahan, Iran},
    }
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    @ARTICLE{Jiang2018490,
    author={Jiang, L. and Usmani, A.},
    title={Computational performance of beam-column elements in modelling structural members subjected to localised fire},
    journal={Engineering Structures},
    year={2018},
    volume={156},
    pages={490-502},
    doi={10.1016/j.engstruct.2017.11.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85036467186&doi=10.1016%2fj.engstruct.2017.11.008&partnerID=40&md5=cb9745656c1406dd73af45991020e95e},
    affiliation={Department of Building Services Engineering, The Hong Kong Polytechnic Universtity, Hong Kong; BRE Centre for Fire Safety Engineering, The University of Edinburgh, Edinburgh, United Kingdom},
    }
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    [Bibtex]
    @ARTICLE{Yang2018,
    author={Yang, B.-Y. and Lü, X.-L.},
    title={Direct displacement-based aseismic design and application for prestressed precast concrete shear-wall structures},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={2},
    pages={59-66 and 75},
    doi={10.6052/j.issn.1000-4750.2016.09.0731},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045749878&doi=10.6052%2fj.issn.1000-4750.2016.09.0731&partnerID=40&md5=2d4437dff3beb1bfc8677b5a30d28bb5},
    affiliation={Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai, 200092, China},
    }
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    @ARTICLE{Oinam2018983,
    author={Oinam, R.M. and Sahoo, D.R.},
    title={Numerical evaluation of seismic response of soft-story RC frames retrofitted with passive devices},
    journal={Bulletin of Earthquake Engineering},
    year={2018},
    volume={16},
    number={2},
    pages={983-1006},
    doi={10.1007/s10518-017-0240-5},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030161933&doi=10.1007%2fs10518-017-0240-5&partnerID=40&md5=ab804d5b2350bdba0229223d7f3a63cd},
    affiliation={Department of Civil Engineering, Indian Institute of Technology Delhi, Hauz Khas, New Delhi, 110016, India},
    }
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    @ARTICLE{Yang201879,
    author={Yang, B. and Lu, X.},
    title={Design method of prestressed precast concrete shear walls},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    number={2},
    pages={79-87},
    doi={10.14006/j.jzjgxb.2018.02.009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048541978&doi=10.14006%2fj.jzjgxb.2018.02.009&partnerID=40&md5=ba20ba29de884fdfb49731487195ae81},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
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    @ARTICLE{Jian20181,
    author={Jian, B. and Tang, T. and Huang, P.},
    title={Elastoplastic time history analysis of unidirectional prestressed concrete space frame [单向预应力混凝土空间框架弹塑性时程分析]},
    journal={Tumu Jianzhu yu Huanjing Gongcheng/Journal of Civil, Architectural and Environmental Engineering},
    year={2018},
    volume={40},
    number={1},
    pages={1-8},
    doi={10.11835/j.issn.1674-4764.2018.01.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057260461&doi=10.11835%2fj.issn.1674-4764.2018.01.001&partnerID=40&md5=6255fcc401a09d379816a6f74ba4a753},
    affiliation={College of Civil Engineering, Key Laboratory of New Technology for Construction of Cities in Mountain Area of the Ministry of Education, Chongqing University, Chongqing, 400045, China},
    }
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    @ARTICLE{Amiri2018129,
    author={Amiri, G.G. and Rajabia, E.},
    title={Maximum damage prediction for regular reinforced concrete frames under consecutive earthquakes},
    journal={Earthquake and Structures},
    year={2018},
    volume={14},
    number={2},
    pages={129-142},
    doi={10.12989/eas.2018.14.2.129},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048925564&doi=10.12989%2feas.2018.14.2.129&partnerID=40&md5=eeb5f86abe7f5e2abe5de7693b6ca926},
    affiliation={Center of Excellence for Fundamental Studies in Structural Engineering, School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran},
    }
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    @ARTICLE{Li2018109,
    author={Li, X. and Jia, H. and Li, Q. and Kang, R. and Chen, Z.},
    title={Effect of Pounding on Elastic-Plastic Dynamic Response of High Pier Bridge in Mountainous Area},
    journal={Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University},
    year={2018},
    volume={53},
    number={1},
    pages={109-118},
    doi={10.3969/j.issn.0258-2724.2018.01.014},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048975001&doi=10.3969%2fj.issn.0258-2724.2018.01.014&partnerID=40&md5=433ae8fd1d8a11ba2ca2ddd9aa42ce8b},
    affiliation={School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China; Key Laboratory of High-Speed Railway Engineering Ministry of Education, Southwest Jiaotong University, Chengdu, 610031, China},
    }
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    @ARTICLE{Chen2018146,
    author={Chen, L. and Huang, C. and Huang, Y. and Li, H.},
    title={Seismic Vulnerabilitu Models and Simplified Calculation Method for Regular Highway Girder Bridges},
    journal={Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University},
    year={2018},
    volume={53},
    number={1},
    pages={146-155},
    doi={10.3969/j.issn.0258-2724.2018.01.018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048951337&doi=10.3969%2fj.issn.0258-2724.2018.01.018&partnerID=40&md5=ef76b8c449f815152687839f6db87657},
    affiliation={College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China; College of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China},
    }
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    @ARTICLE{Tsantilis2018279,
    author={Tsantilis, A.V. and Triantafillou, T.C.},
    title={Innovative seismic isolation of masonry infills using cellular materials at the interface with the surrounding RC frames},
    journal={Engineering Structures},
    year={2018},
    volume={155},
    pages={279-297},
    doi={10.1016/j.engstruct.2017.11.025},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85034608203&doi=10.1016%2fj.engstruct.2017.11.025&partnerID=40&md5=df4448ea0ea8922474198f014da270c4},
    affiliation={Dept. of Civil Engrg., Univ. of Patras, Patras, GR-26504, Greece},
    }
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    @ARTICLE{Zhu20186,
    author={Zhu, M. and McKenna, F. and Scott, M.H.},
    title={OpenSeesPy: Python library for the OpenSees finite element framework},
    journal={SoftwareX},
    year={2018},
    volume={7},
    pages={6-11},
    doi={10.1016/j.softx.2017.10.009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85034608012&doi=10.1016%2fj.softx.2017.10.009&partnerID=40&md5=15587e131946018db647a1d0580c151f},
    affiliation={School of Civil and Construction Engineering, Oregon State University, 101 Kearney Hall, Corvallis, OR 97331, United States; Department of Civil and Environmental Engineering, University of California, 760 Davis Hall, Berkeley, CA 94720, United States},
    }
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    @ARTICLE{Ni2018101,
    author={Ni, S. and Birely, A.C.},
    title={Simulation procedure for the post-fire seismic analysis of reinforced concrete structural walls},
    journal={Fire Safety Journal},
    year={2018},
    volume={95},
    pages={101-112},
    doi={10.1016/j.firesaf.2017.10.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85034851118&doi=10.1016%2fj.firesaf.2017.10.011&partnerID=40&md5=a50122c31f2407e051b71368190815bc},
    affiliation={Zachry Department of Civil Engineering, Texas A&M University, College Station, TX 77843, United States},
    }
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    @ARTICLE{Mirzai201857,
    author={Mirzai, N.M. and Attarnejad, R. and Hu, J.W.},
    title={Enhancing the seismic performance of EBFs with vertical shear link using a new self-centering damper [Analisi delle prestazioni sismiche di controventi eccentrici con link verticali dotati di un nuovo sistema smorzante auto-ricentrante]},
    journal={Ingegneria Sismica},
    year={2018},
    volume={35},
    number={4},
    pages={57-76},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059550906&partnerID=40&md5=61900999fb0270361c6542046e8ccb46},
    affiliation={School of Civil Engineering, College of Engineering, University of Tehran, P.O. Box 4563-11155, Tehran, Iran; Department of Civil and Environmental Engineering, Incheon National University, Incheon, 22012, South Korea; Incheon Disaster Prevention Research Center, Incheon National University, Incheon, 22012, South Korea},
    }
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    @ARTICLE{Yao20181117,
    author={Yao, W. and Jiang, S. and Tao, S. and Wu, S.},
    title={Numerical seismic performance model of frame-supported shear wall with carbon fibre reinforced plastic bars in transfer beam based on opensees},
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    year={2018},
    volume={66},
    pages={1117-1122},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051003014&partnerID=40&md5=555f90def305f4d90c3cbf9d61509a6e},
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    @ARTICLE{Furtado2018157,
    author={Furtado, A. and Rodrigues, H. and Arêde, A.},
    title={Calibration of a simplified macro-model for infilled frames with openings},
    journal={Advances in Structural Engineering},
    year={2018},
    volume={21},
    number={2},
    pages={157-170},
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    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85040079210&doi=10.1177%2f1369433217713923&partnerID=40&md5=ac55c243ef04e33179de8b6727089c12},
    affiliation={CONSTRUCT, Faculty of Engineering, University of Porto, Porto, Portugal; Department of Civil Engineering and RISCO, School of Technology and Management, Polytechnic Institute of Leiria, Leiria, Portugal},
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    @CONFERENCE{Dong2018,
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    journal={WCTE 2018 - World Conference on Timber Engineering},
    year={2018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058178322&partnerID=40&md5=a2075dcf25566181d48dd92d43444726},
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    @ARTICLE{Gwo2018,
    author={Gwo, W. and Li, J.-L. and Liu, H.-Y.},
    title={The analysis of running safety of high-speed-train on bridge by using refined simulation considering strong earthquake [强地震下高速铁路桥上行车精细化 模拟及行车安全性分析]},
    journal={Gongcheng Lixue/Engineering Mechanics},
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    @ARTICLE{Ezzeldin2018,
    author={Ezzeldin, M. and El-Dakhakhni, W. and Wiebe, L.},
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    journal={Journal of Structural Engineering (United States)},
    year={2018},
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    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032437505&doi=10.1061%2f%28ASCE%29ST.1943-541X.0001914&partnerID=40&md5=77a29263118278c6327309df1e21a30c},
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    journal={Advanced Steel Construction},
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    @ARTICLE{Binaj201829,
    author={Binaj, I.},
    title={Evaluation the impact of corruption, tax burden, and income on the size of the shadow economy},
    journal={Betriebswirtschaftliche Forschung und Praxis},
    year={2018},
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    number={1},
    pages={29-37},
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    year={2018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048312545&partnerID=40&md5=52ccc59a1f3776a5d232b7e758b7c60a},
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    @ARTICLE{Chen2018239,
    author={Chen, R. and Lei, J.-Q.},
    title={Study on the seismic behavior of rc bridge piers under variable axial load [变轴力钢筋混凝土墩柱抗震性能研究]},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    pages={239-245},
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    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052676809&doi=10.6052%2fj.issn.1000-4750.2017.04.S046&partnerID=40&md5=b5516edd2ccb8aa58693ce92f39bb9a8},
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    @ARTICLE{Ou201817,
    author={Ou, Z. and Chen, S. and Yuan, H. and Wu, Q.},
    title={Seismic performance of variable cross-sectional concrete filled steel tubular laced columns with flat lacing tubes [变截面平缀管式钢管混凝土格构柱的抗震性能]},
    journal={Chongqing Daxue Xuebao/Journal of Chongqing University},
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    @ARTICLE{Vaez20182433,
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    title={Reliability-based optimization of one-bay 2-d steel frame},
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    year={2018},
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    number={7},
    pages={2433-2440},
    doi={10.1007/s12205-017-1881-2},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061150755&doi=10.1007%2fs12205-017-1881-2&partnerID=40&md5=97c85ed9279d4fb00fa46dd3c510d6f2},
    affiliation={Dept. of Civil Engineering, Faculty of Engineering, University of Qom, Qom, 3716146611, Iran},
    }
  • A. Vedatri, B. Khalid, and S. Rajib, “Assessment of seismic local hazard of agartala town based on nonlinear site response analysis,” Disaster advances, vol. 11, iss. 1, pp. 1-24, 2018.
    [Bibtex]
    @ARTICLE{Vedatri20181,
    author={Vedatri, A. and Khalid, B. and Rajib, S.},
    title={Assessment of seismic local hazard of Agartala town based on nonlinear site response analysis},
    journal={Disaster Advances},
    year={2018},
    volume={11},
    number={1},
    pages={1-24},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85039441849&partnerID=40&md5=04fa975faa3a0c112d93e60adf74dd89},
    affiliation={National Institute of Technology Agartala, Jirania, Tripura (w), 799046, India},
    }
  • M. Alkhamis, M. R. Ghasemi, A. Gholinezhad, N. Shabakhty, and W. Abdullah, “Performance-based optimum retrofitting design of concrete bridge piers,” Jordan journal of civil engineering, vol. 12, iss. 4, pp. 637-652, 2018.
    [Bibtex]
    @ARTICLE{Alkhamis2018637,
    author={Alkhamis, M. and Ghasemi, M.R. and Gholinezhad, A. and Shabakhty, N. and Abdullah, W.},
    title={Performance-based optimum retrofitting design of concrete bridge piers},
    journal={Jordan Journal of Civil Engineering},
    year={2018},
    volume={12},
    number={4},
    pages={637-652},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057238402&partnerID=40&md5=93159731ce76c0896aa279a9a24b2a46},
    affiliation={Civil Engineering Department, College of Technological Studies, P.O. Box 39199, Nuzha, 73052, Kuwait; Department of Civil Engineering, University of Sistan and Baluchestan, Daneshgah blvd., Zahedan, Sistan and Baluchestan 98155-987, Iran; Civil Engineering Department, College of Engineering and Petroleum, Kuwait University, P.O. Box 5969, Safat, 13060, Kuwait},
    }
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    [Bibtex]
    @ARTICLE{Sasmal2018,
    author={Sasmal, S.K. and Behera, R.N.},
    title={Prediction of combined static and cyclic load-induced settlement of shallow strip footing on granular soil using artificial neural network},
    journal={International Journal of Geotechnical Engineering},
    year={2018},
    doi={10.1080/19386362.2018.1557384},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058698448&doi=10.1080%2f19386362.2018.1557384&partnerID=40&md5=dd1b7d3909be71d27e935f31790db362},
    affiliation={Department of Civil engineering, National Institute of Technology Rourkela, Odisha, India},
    }
  • J. Chen, H. Xiong, and J. Jiang, “Comparison of two kinds of connections between timber module and concrete structure based on non-linear numerical analysis.” 2018.
    [Bibtex]
    @CONFERENCE{Chen2018,
    author={Chen, J. and Xiong, H. and Jiang, J.},
    title={Comparison of two kinds of connections between timber module and concrete structure based on non-linear numerical analysis},
    journal={WCTE 2018 - World Conference on Timber Engineering},
    year={2018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058196783&partnerID=40&md5=1f89649a6d29aca9cfa469fbaa60bd1c},
    affiliation={Tongji University, China},
    }
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    [Bibtex]
    @CONFERENCE{Ramirez201879,
    author={Ramirez, J. and Barrero, A.R. and Chen, L. and Ghofrani, A. and Dashti, S. and Taiebat, M. and Arduino, P.},
    title={Capabilities and Limitations of Different Numerical Tools in Capturing Seismic Site Performance in a Layered Liquefiable Site},
    journal={Geotechnical Special Publication},
    year={2018},
    volume={2018-June},
    number={GSP 292},
    pages={79-88},
    doi={10.1061/9780784481479.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048862668&doi=10.1061%2f9780784481479.008&partnerID=40&md5=7e8dba1a626e52d941325e99a95fa972},
    affiliation={Civil, Environmental and Architectural Engineering Dept., Univ. of Colorado, Boulder, United States; Dept. of Civil Engineering, Univ. of British Columbia, Canada; Dept. of Civil and Environmental Engineering, Univ. of Washington, United States},
    }
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    @CONFERENCE{Foti2018311,
    author={Foti, S. and Passeri, F. and Ciancimino, A.},
    title={Influence of Strong Motion Records Characteristics on Numerical Simulations of Soil Liquefaction},
    journal={Geotechnical Special Publication},
    year={2018},
    volume={2018-June},
    number={GSP 290},
    pages={311-320},
    doi={10.1061/9780784481455.031},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048829012&doi=10.1061%2f9780784481455.031&partnerID=40&md5=d57451a3cab4676a941f0591d4a399d1},
    affiliation={Dept. of Structural Geotechnical, and Building Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, Turin, 10129, Italy},
    }
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    @CONFERENCE{Wu2018296,
    author={Wu, R.-Y. and Pantelides, C.P.},
    title={Analytical Models for Seismic Repair of Bridge Columns Using Plastic Hinge Relocation},
    journal={Structures Congress 2018: Bridges, Transportation Structures, and Nonbuilding Structures - Selected Papers from the Structures Congress 2018},
    year={2018},
    volume={2018-April},
    pages={296-307},
    doi={10.1061/9780784481332.027},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049306980&doi=10.1061%2f9780784481332.027&partnerID=40&md5=92f066005ad39c1c408992edcf3a6ed0},
    affiliation={Dept. of Civil and Environmental Engineering, Univ. of Utah, Salt Lake City, UT 84112, United States},
    }
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    @ARTICLE{Wei2018,
    author={Wei, B. and Yang, T.-H. and Jiang, L.-Z.},
    title={The Effects of Model Refinement of Ballastless Tracks on the Seismic Vulnerability of a Continuous Bridge on a High-Speed Railway},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={4},
    pages={16-23 and 51},
    doi={10.6052/j.issn.1000-4750.2017.05.ST06},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048694221&doi=10.6052%2fj.issn.1000-4750.2017.05.ST06&partnerID=40&md5=f6ebea5194421d1bb792425b778903e0},
    affiliation={Department of Civil Engineering, Central South University, Changsha, Hunan 410075, China; National Engineering Laboratory for High Speed Railway Construction, Changsha, Hunan 410075, China; China Railway Siyuan Survey and Design Group Co. Ltd, Wuhan, Hubei 430063, China},
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    @ARTICLE{Luo2018,
    author={Luo, H. and Wu, Q. and Pan, W.},
    title={Research and Experiment on Optimal Separation Distance of Adjacent Buildings Based on Performance},
    journal={Mathematical Problems in Engineering},
    year={2018},
    volume={2018},
    doi={10.1155/2018/3483401},
    art_number={3483401},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053680278&doi=10.1155%2f2018%2f3483401&partnerID=40&md5=e155f2f9092e219b945045e43395ee4a},
    affiliation={School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan, 430073, China},
    }
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    @ARTICLE{Verma2018702,
    author={Verma, A. and Sahoo, D.R.},
    title={Seismic collapse analysis of steel plate shear wall systems},
    journal={Key Engineering Materials},
    year={2018},
    volume={763},
    pages={702-708},
    doi={10.4028/www.scientific.net/KEM.763.702},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060774916&doi=10.4028%2fwww.scientific.net%2fKEM.763.702&partnerID=40&md5=4175ae18d5cb9fa9a0c0d8b31352d649},
    affiliation={Department of Civil Engineering, IIT Delhi, New Delhi-16, India; Department of Civil Eng., IIT Delhi, New Delhi-16, India},
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    @ARTICLE{Sun2018364,
    author={Sun, B. and Gu, Q. and Zhang, P. and Ou, J.},
    title={A practical multi-cross-line model for simulating nonlinear cyclic behavior of reinforced concrete shear wall in super high-rise buildings},
    journal={Lecture Notes in Civil Engineering},
    year={2018},
    volume={5},
    pages={364-375},
    doi={10.1007/978-3-319-67443-8_31},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060254333&doi=10.1007%2f978-3-319-67443-8_31&partnerID=40&md5=ffbc73d0479c0758a8a409ea3b6df1f3},
    affiliation={School of Civil Engineering, Dalian University of Technology, Dalian, Liaoning, China; School of Architecture and Civil Engineering, Xiamen University, Xiamen, Fujian, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang, China},
    }
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    @CONFERENCE{Tamov2018,
    author={Tamov, M. and Pochinok, V. and Mo, Y.-L. and Korenevskiy, V.},
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    journal={IOP Conference Series: Materials Science and Engineering},
    year={2018},
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    number={4},
    doi={10.1088/1757-899X/365/4/042022},
    art_number={042022},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049402646&doi=10.1088%2f1757-899X%2f365%2f4%2f042022&partnerID=40&md5=3279a25a7fa122e340a98d2df28bd515},
    affiliation={Institute of Construction and Transport Infrastructure, Kuban State Technological University, 2 Moskovskaya Street, Krasnodar, 350072, Russian Federation; Department of Civil and Environmental Engineering, University of Houston, 4726 Calhoun Road, Houston, TX 77204-4003, United States},
    }
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    @ARTICLE{Li2018115,
    author={Li, C.-J. and Zhou, Z. and Xie, Q.},
    title={Hysteretic Performance Analysis of Self-Centering Beam-Column Connections with SMA Bars and Friction Energy Dissipator},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={4},
    pages={115-123},
    doi={10.6052/j.issn.1000-4750.2016.12.1012},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048661466&doi=10.6052%2fj.issn.1000-4750.2016.12.1012&partnerID=40&md5=63f1639bceea8f22b8d4b8e4a4f09848},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, 210096, China},
    }
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    @ARTICLE{Huang2018,
    author={Huang, L. and Zhou, Z. and Zhang, Z. and Huang, X.},
    title={Seismic Performance and Fragility Analyses of Self-Centering Prestressed Concrete Frames with Infill Walls},
    journal={Journal of Earthquake Engineering},
    year={2018},
    doi={10.1080/13632469.2018.1526142},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054752175&doi=10.1080%2f13632469.2018.1526142&partnerID=40&md5=67d91a141b16b9f4110f3738de0c3bfd},
    affiliation={Department of Civil Engineering, The Key Laboratory on Concrete and Prestressed Concrete Structures of Ministry of Education of China, Southeast University, Nanjing, China; Department of Civil Engineering and Engineering Mechanics, University of Arizona, Tucson, AZ, United States},
    }
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    @ARTICLE{Lee2018,
    author={Lee, T.-H. and Nguyen, D.-D.},
    title={Seismic vulnerability assessment of a continuous steel box girder bridge considering influence of LRB properties},
    journal={Sadhana - Academy Proceedings in Engineering Sciences},
    year={2018},
    volume={43},
    number={1},
    doi={10.1007/s12046-017-0774-x},
    art_number={14},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041908937&doi=10.1007%2fs12046-017-0774-x&partnerID=40&md5=cc1e63bbdfed4592ce86484c5fbe8900},
    affiliation={Department of Civil Engineering, Konkuk University, 120 Neudong-ro, Gwangjin-gu, Seoul, 05029, South Korea; Department of Civil Engineering, Vinh University, 182 Le Duan, Vinh, 460000, Viet Nam},
    }
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    @ARTICLE{Zhang2018104,
    author={Zhang, Y.-T. and Yang, L. and Zhang, J. and Zhang, C.-C.},
    title={Study on design method of strong column and weak beam based on fragility for prestressed concrete frame structures},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={7},
    pages={104-116},
    doi={10.6052/j.issn.1000-4750.2017.03.0200},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053710831&doi=10.6052%2fj.issn.1000-4750.2017.03.0200&partnerID=40&md5=2343e06d201b1242570176ab16c23b7b},
    affiliation={Huazhong University of Science and Technology, School of Civil Engineering and Mechanics, Wuhan, Hubei 430074, China},
    }
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    @CONFERENCE{Durante2018473,
    author={Durante, M.G. and Brandenberg, S.J. and Stewart, J.P. and Mylonakis, G.},
    title={Winkler Stiffness Intensity for Flexible Walls Retaining Inhomogeneous Soil},
    journal={Geotechnical Special Publication},
    year={2018},
    volume={2018-June},
    number={GSP 292},
    pages={473-482},
    doi={10.1061/9780784481479.049},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048888319&doi=10.1061%2f9780784481479.049&partnerID=40&md5=800f942870ebe6576b019b75270c282b},
    affiliation={Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, 2270 Boelter Hall, Los Angeles, CA 90095-1593, United States; Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, 5731-D Boelter Hall, Los Angeles, CA 90095-1593, United States; Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, 5731 Boelter Hall, Los Angeles, CA 90095-1593, United States; Dept. of Civil Engineering, Univ. of Bristol, Bristol, United Kingdom},
    }
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    @ARTICLE{Sun2018193,
    author={Sun, X.-Y. and Han, J.-P. and Dang, Y. and Zhou, Y.},
    title={Effect of ground motion duration on seismic fragility of RC frames with different beam-column joint failure modes},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={5},
    pages={193-203},
    doi={10.6052/j.issn.1000-4750.2017.01.0089},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050124027&doi=10.6052%2fj.issn.1000-4750.2017.01.0089&partnerID=40&md5=7af5a346a58bf45d960da063902fcc36},
    affiliation={Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, Gansu 730050, China; Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou, Gansu 730050, China; State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
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    @CONFERENCE{Li2018,
    author={Li, Z. and Wang, X. and He, M.},
    title={Parametric analysis and direct displacement-based design of timber-steel hybrid structures},
    journal={WCTE 2018 - World Conference on Timber Engineering},
    year={2018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058156951&partnerID=40&md5=17b9d0a5b452cd511ea1cc78b79b66b4},
    affiliation={Department of Structural Engineering, Tongji University, China},
    }
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    @ARTICLE{Ge2018,
    author={Ge, J. and Saiidi, M.S.},
    title={Seismic Response of the Three-Span Bridge with Innovative Materials Including Fault-Rupture Effect},
    journal={Shock and Vibration},
    year={2018},
    volume={2018},
    doi={10.1155/2018/4276167},
    art_number={4276167},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050913181&doi=10.1155%2f2018%2f4276167&partnerID=40&md5=22f5c5ceda50b4891576e16ed914b5c5},
    affiliation={School of Urban Construction and Safety Engineering, Shanghai Institute of Technology, Shanghai, 201418, China; Department of Civil and Environmental Engineering, University of Nevada, Reno, NV 89557, United States},
    }
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    @ARTICLE{Kang20181133,
    author={Kang, M. and Yan, X. and Weibin, L.},
    title={Dynamic response analysis of steel frame with a sudden removal first floor column},
    journal={Journal of Intelligent and Fuzzy Systems},
    year={2018},
    volume={34},
    number={2},
    pages={1133-1140},
    doi={10.3233/JIFS-169407},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85043598344&doi=10.3233%2fJIFS-169407&partnerID=40&md5=85b1f886d6cfab1d0d42a2ba500e81fe},
    affiliation={School of Civil Engineering, Southeast University, Nanjing, China; School of Civil Engineering, Hebei University of Science and Technology, Hebei, China; Vibration Engineering Section, University of Exeter, United Kingdom},
    }
  • H. Huang and W. -S. Chang, “Reducing footfall-induced vibration in the timber floor system using a pre-stressed shape memory alloy-based tuned mass damper.” 2018.
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    @CONFERENCE{Huang2018,
    author={Huang, H. and Chang, W.-S.},
    title={Reducing footfall-induced vibration in the timber floor system using a pre-stressed shape memory alloy-based tuned mass damper},
    journal={WCTE 2018 - World Conference on Timber Engineering},
    year={2018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058188912&partnerID=40&md5=4c27d9ae1dec627ea6e4a5536abe567a},
    affiliation={College of Architecture and Civil Engineering, Beijing University of Technology, China; School of Architecture, University of Sheffield, United Kingdom},
    }
  • B. Azinović, M. Kramar, T. Pazlar, M. Gams, A. Kwiecien, J. Weckendorf, and I. Šušteršič, “Experimental and numerical analysis of flexible polymer connections for clt buildings.” 2018.
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    @CONFERENCE{Azinovic2018,
    author={Azinović, B. and Kramar, M. and Pazlar, T. and Gams, M. and Kwiecien, A. and Weckendorf, J. and Šušteršič, I.},
    title={Experimental and numerical analysis of flexible polymer connections for CLT buildings},
    journal={WCTE 2018 - World Conference on Timber Engineering},
    year={2018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058157335&partnerID=40&md5=68fae6e717a416fa470522c26dd80f12},
    affiliation={ZAG, Slovenia; Slovenia; Cracow University of Technology, Poland; InnoRenew CoE, Slovenia},
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    @ARTICLE{Tahghighi2018430,
    author={Tahghighi, H. and Gholami, M.R.},
    title={Numerical study of confinement effect of frp coatings on behavior of rc frames by using nonlinear analysis},
    journal={Journal of Applied Engineering Science},
    year={2018},
    volume={16},
    number={3},
    pages={430-440},
    doi={10.5937/jaes16-16866},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054478427&doi=10.5937%2fjaes16-16866&partnerID=40&md5=98d849f6194d6f3726ee99017eafcdfa},
    affiliation={University of Kashan, Isfahan Province, Kashan, Islamic, Iran},
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    @ARTICLE{Zheng2018330,
    author={Zheng, F.-C. and Guo, Z.-M. and Zhang, Y.-T.},
    title={Seismic behavior analysis of prestressed concrete frame structure under near-fault pulsed ground motions [近场脉冲型地震作用下PC框架结构抗震性能分析]},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    pages={330-337},
    doi={10.6052/j.issn.1000-4750.2017.06.S063},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052691849&doi=10.6052%2fj.issn.1000-4750.2017.06.S063&partnerID=40&md5=781a6f401ad19ee3ae42e8262f52b9d4},
    affiliation={Huazhong University of Science and Technology, School of Civil Engineering and Mechanics, Wuhan, Hubei 430074, China},
    }
  • A. Campiche, S. Shakeel, V. Macillo, M. T. Terracciano, B. Bucciero, T. Pali, L. Fiorino, and R. Landolfo, “Seismic behaviour of sheathed cfs buildings: shake table tests and numerical modelling,” Ingegneria sismica, vol. 35, iss. 2, pp. 106-123, 2018.
    [Bibtex]
    @ARTICLE{Campiche2018106,
    author={Campiche, A. and Shakeel, S. and Macillo, V. and Terracciano, M.T. and Bucciero, B. and Pali, T. and Fiorino, L. and Landolfo, R.},
    title={Seismic behaviour of sheathed CFS buildings: Shake table tests and numerical modelling},
    journal={Ingegneria Sismica},
    year={2018},
    volume={35},
    number={2},
    pages={106-123},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85047986394&partnerID=40&md5=1e368c654cc85636ea4250d7301fc5ba},
    affiliation={Department of Structures for Engineering and Architecture, University of Naples Federico II, Naples, Italy},
    }
  • [DOI] V. Macillo, A. Campiche, S. Shakeel, B. Bucciero, T. Pali, M. T. Terracciano, L. Fiorino, and R. Landolfo, “Seismic behaviour of sheathed cfs buildings: shake-table testing and numerical modelling,” Key engineering materials, vol. 763, pp. 584-591, 2018.
    [Bibtex]
    @ARTICLE{Macillo2018584,
    author={Macillo, V. and Campiche, A. and Shakeel, S. and Bucciero, B. and Pali, T. and Terracciano, M.T. and Fiorino, L. and Landolfo, R.},
    title={Seismic behaviour of sheathed CFS buildings: Shake-Table testing and numerical modelling},
    journal={Key Engineering Materials},
    year={2018},
    volume={763},
    pages={584-591},
    doi={10.4028/www.scientific.net/KEM.763.584},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046656740&doi=10.4028%2fwww.scientific.net%2fKEM.763.584&partnerID=40&md5=ab1670447633d330b681d411682d2b18},
    affiliation={Department of Structure for Engineering and Architecture, University of Naples Federico II, Naples, Italy},
    }
  • [DOI] M. Hentri, M. Hemsas, and D. Nedjar, “Vulnerability of asymmetric multi-storey buildings in the context of performance-based seismic design,” European journal of environmental and civil engineering, 2018.
    [Bibtex]
    @ARTICLE{Hentri2018,
    author={Hentri, M. and Hemsas, M. and Nedjar, D.},
    title={Vulnerability of asymmetric multi-storey buildings in the context of performance-based seismic design},
    journal={European Journal of Environmental and Civil Engineering},
    year={2018},
    doi={10.1080/19648189.2018.1548380},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059484389&doi=10.1080%2f19648189.2018.1548380&partnerID=40&md5=6f376438294dcff54c47619e6f7f282d},
    affiliation={LSTE Laboratory, Department of Civil Engineering, University Mustapha Stambouli of Mascara, Mascara, Algeria; LM2SC, Department of Civil Engineering, University of Science and Technology of Oran, Oran, Algeria},
    }
  • [DOI] L. -H. Xu, K. -P. Wang, X. -S. Xie, and Z. -X. Li, “Study on hysteretic model and seismic performance of damping energy disspation brace with self-centering capability [具有复位功能的阻尼耗能支撑滞回模型与抗震性能研究],” Gongcheng lixue/engineering mechanics, vol. 35, iss. 7, pp. 39-46, 2018.
    [Bibtex]
    @ARTICLE{Xu201839,
    author={Xu, L.-H. and Wang, K.-P. and Xie, X.-S. and Li, Z.-X.},
    title={Study on hysteretic model and seismic performance of damping energy disspation brace with self-centering capability [具有复位功能的阻尼耗能支撑滞回模型与抗震性能研究]},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={7},
    pages={39-46},
    doi={10.6052/j.issn.1000-4750.2017.03.0204},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053670908&doi=10.6052%2fj.issn.1000-4750.2017.03.0204&partnerID=40&md5=5f44de94e30bf9fe11b8b159526e30bd},
    affiliation={School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China; Key Laboratory of Coast Civil Structure Safety of China Ministry of Education, Tianjin University, Tianjin, 300072, China},
    }
  • H. Lei, T. Tong, and Z. Liu, “Seismic retrofitting of rectangular bridge piers using ultra-high performance fiber reinforced concrete jacket.” 2018, pp. 29-31.
    [Bibtex]
    @CONFERENCE{Lei201829,
    author={Lei, H. and Tong, T. and Liu, Z.},
    title={Seismic retrofitting of rectangular bridge piers using ultra-high performance fiber reinforced concrete jacket},
    journal={IABSE Young Engineers Colloquium in East Asia - Proceedings},
    year={2018},
    pages={29-31},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065541325&partnerID=40&md5=a9a57d9a413bf0ffdb2a1130197e8c98},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Nanjing, 210018, China},
    }
  • A. Singh and T. C. Hutchinson, “Finite element modeling and validation of steel sheathed cold-formed steel framed shear walls.” 2018, pp. 631-641.
    [Bibtex]
    @CONFERENCE{Singh2018631,
    author={Singh, A. and Hutchinson, T.C.},
    title={Finite element modeling and validation of steel sheathed cold-formed steel framed shear walls},
    journal={Wei-Wen Yu International Specialty Conference on Cold-Formed Steel Structures 2018 - Recent Research and Developments in Cold-Formed Steel Design and Construction},
    year={2018},
    pages={631-641},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062772649&partnerID=40&md5=229a470f5b242dc129c72a2e238f092a},
    affiliation={Department of Structural Engineering, University of California, San Diego, San Diego, CA, United States},
    }
  • [DOI] X. Cheng and Z. Sun, “Effects of burial depth on the seismic response of subway station structure embedded in saturated soft soil,” Advances in civil engineering, vol. 2018, 2018.
    [Bibtex]
    @ARTICLE{Cheng2018,
    author={Cheng, X. and Sun, Z.},
    title={Effects of Burial Depth on the Seismic Response of Subway Station Structure Embedded in Saturated Soft Soil},
    journal={Advances in Civil Engineering},
    year={2018},
    volume={2018},
    doi={10.1155/2018/8978467},
    art_number={8978467},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053691115&doi=10.1155%2f2018%2f8978467&partnerID=40&md5=650ad0f7fe7faed6245067ff803dd3a4},
    affiliation={Transportation Engineering College, Dalian Maritime University, Dalian, Liaoning, 116026, China},
    }
  • [DOI] X. H. Long, Z. Y. Xie, J. Fan, and Y. Miao, “Convex model-based calculation of robust seismic fragility curves of isolated continuous girder bridge,” Bulletin of earthquake engineering, vol. 16, iss. 1, pp. 155-182, 2018.
    [Bibtex]
    @ARTICLE{Long2018155,
    author={Long, X.H. and Xie, Z.Y. and Fan, J. and Miao, Y.},
    title={Convex model-based calculation of robust seismic fragility curves of isolated continuous girder bridge},
    journal={Bulletin of Earthquake Engineering},
    year={2018},
    volume={16},
    number={1},
    pages={155-182},
    doi={10.1007/s10518-017-0197-4},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85025652087&doi=10.1007%2fs10518-017-0197-4&partnerID=40&md5=9d7e359365b230ef82bbe1678c27c593},
    affiliation={School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan, Hubei 430074, China; Hubei Key Laboratory of Control Structure, Huazhong University of Science and Technology, Wuhan, Hubei 430074, China},
    }
  • [DOI] A. R. Rad and M. Banazadeh, “Probabilistic risk-based performance evaluation of seismically base-isolated steel structures subjected to far-field earthquakes,” Buildings, vol. 8, iss. 9, 2018.
    [Bibtex]
    @ARTICLE{Rad2018,
    author={Rad, A.R. and Banazadeh, M.},
    title={Probabilistic risk-based performance evaluation of seismically base-isolated steel structures subjected to far-field earthquakes},
    journal={Buildings},
    year={2018},
    volume={8},
    number={9},
    doi={10.3390/buildings8090128},
    art_number={128},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054006620&doi=10.3390%2fbuildings8090128&partnerID=40&md5=821c892ff61a21d90debb75ef2851be1},
    affiliation={Laboratory of Timber Construction (IBOIS), École Polytechnique Fédérale de Lausanne (EPFL), Lausanne, CH-1015, Switzerland; School of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran Polytechnic, Tehran, 15875-4413, Iran},
    }
  • [DOI] L. -B. Chen, C. -G. Huang, and Y. Gu, “Seismic vulnerability analysis of simply supported highway bridges based on an improved response surface method,” Gongcheng lixue/engineering mechanics, vol. 35, iss. 4, pp. 208-218, 2018.
    [Bibtex]
    @ARTICLE{Chen2018208,
    author={Chen, L.-B. and Huang, C.-G. and Gu, Y.},
    title={Seismic Vulnerability Analysis of Simply Supported Highway Bridges Based on an Improved Response Surface Method},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={4},
    pages={208-218},
    doi={10.6052/j.issn.1000-4750.2017.06.0512},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048692742&doi=10.6052%2fj.issn.1000-4750.2017.06.0512&partnerID=40&md5=efd306275d0b16091d7a5813622f8ffb},
    affiliation={College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China},
    }
  • [DOI] C. Demartino, I. Vanzi, G. Monti, and C. Sulpizio, “Precast industrial buildings in southern europe: loss of support at frictional beam-to-column connections under seismic actions,” Bulletin of earthquake engineering, vol. 16, iss. 1, pp. 259-294, 2018.
    [Bibtex]
    @ARTICLE{Demartino2018259,
    author={Demartino, C. and Vanzi, I. and Monti, G. and Sulpizio, C.},
    title={Precast industrial buildings in Southern Europe: Loss of support at frictional beam-to-column connections under seismic actions},
    journal={Bulletin of Earthquake Engineering},
    year={2018},
    volume={16},
    number={1},
    pages={259-294},
    doi={10.1007/s10518-017-0196-5},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85025814923&doi=10.1007%2fs10518-017-0196-5&partnerID=40&md5=8bb6b6f2244626b3de5c52ae2cdddef4},
    affiliation={College of Civil Engineering, Nanjing Tech University, Nanjing, 211816, China; Department of Structural Engineering and Geotechnics, Sapienza University of Rome, via A. Gramsci 53, Rome, 00197, Italy; Department of Engineering and Geology, University G. d’Annunzio of Chieti-Pescara, viale Pindaro, 42, Pescara, 65127, Italy; College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350108, China},
    }
  • [DOI] X. Cheng, C. Cui, Z. Sun, J. Xia, and G. Wang, “Shaking table test and numerical verification for free ground seismic response of saturated soft soil,” Mathematical problems in engineering, vol. 2018, 2018.
    [Bibtex]
    @ARTICLE{Cheng2018,
    author={Cheng, X. and Cui, C. and Sun, Z. and Xia, J. and Wang, G.},
    title={Shaking table test and numerical verification for free ground seismic response of saturated soft soil},
    journal={Mathematical Problems in Engineering},
    year={2018},
    volume={2018},
    doi={10.1155/2018/3416315},
    art_number={3416315},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062068591&doi=10.1155%2f2018%2f3416315&partnerID=40&md5=99588c4909aaca31d3eee4adb9ac7db2},
    affiliation={Transportation Engineering College, Dalian Maritime University, Dalian, Liaoning, 116026, China; School of Civil Engineering and Architecture, Xinxiang University, Xinxiang, 453003, China},
    }
  • [DOI] M. D. Cortes-Delgado and L. G. Hernández, “Development of the uprm hybrid simulation facilities: substructuring techniques coupled numerical simulations,” Lecture notes in civil engineering, vol. 5, pp. 469-479, 2018.
    [Bibtex]
    @ARTICLE{Cortes-Delgado2018469,
    author={Cortes-Delgado, M.D. and Hernández, L.G.},
    title={Development of the UPRM hybrid simulation facilities: substructuring techniques coupled numerical simulations},
    journal={Lecture Notes in Civil Engineering},
    year={2018},
    volume={5},
    pages={469-479},
    doi={10.1007/978-3-319-67443-8_40},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060218293&doi=10.1007%2f978-3-319-67443-8_40&partnerID=40&md5=25ae606f3e0b9cb8181bff2795e38c9f},
    affiliation={Department of Engineering Science and Materials, University of Puerto Rico at Mayaguez, Mayaguez, PR, United States; Department of Civil Engineering and Surveying, University of Puerto Rico at Mayaguez, Mayaguez, PR, United States},
    }
  • [DOI] A. M. Knaack and Y. C. Kurama, “Modeling time-dependent deformations: application for reinforced concrete beams with recycled concrete aggregates,” Aci structural journal, vol. 115, iss. 1, pp. 175-190, 2018.
    [Bibtex]
    @ARTICLE{Knaack2018175,
    author={Knaack, A.M. and Kurama, Y.C.},
    title={Modeling time-dependent deformations: Application for reinforced concrete beams with recycled concrete aggregates},
    journal={ACI Structural Journal},
    year={2018},
    volume={115},
    number={1},
    pages={175-190},
    doi={10.14359/51701153},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042268521&doi=10.14359%2f51701153&partnerID=40&md5=3156f7f3dfab161f4f8334da662fca26},
    affiliation={Schaefer in CincinnatiOH, United States; University of Notre Dame, United States},
    }
  • [DOI] H. Ataei and K. K. Anaraki, “Seismic evaluation of dual steel frames with brace buckling consideration.” 2018, pp. 21-29.
    [Bibtex]
    @CONFERENCE{Ataei201821,
    author={Ataei, H. and Anaraki, K.K.},
    title={Seismic Evaluation of Dual Steel Frames with Brace Buckling Consideration},
    journal={Structures Congress 2018: Buildings and Disaster Management - Selected Papers from the Structures Congress 2018},
    year={2018},
    volume={2018-April},
    pages={21-29},
    doi={10.1061/9780784481325.003},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049380558&doi=10.1061%2f9780784481325.003&partnerID=40&md5=8b350907599acd674e82137ac091503e},
    affiliation={Dept. of Civil and Materials Engineering, Univ. of Illinois at Chicago, 842 West Taylor St., Chicago, IL 60607, United States; Dept. of Civil and Environmental Engineering, College of Engineering and Computer Sciences, Syracuse Univ., 151 Link Hall, Syracuse, NY 13244, United States},
    }

2017

  • [DOI] J. Han, X. Sun, and Y. Zhou, “Duration effect of spectrally matched ground motion records on collapse resistance capacity evaluation of rc frame structures,” Structural design of tall and special buildings, vol. 26, iss. 18, 2017.
    [Bibtex]
    @ARTICLE{Han2017,
    author={Han, J. and Sun, X. and Zhou, Y.},
    title={Duration effect of spectrally matched ground motion records on collapse resistance capacity evaluation of RC frame structures},
    journal={Structural Design of Tall and Special Buildings},
    year={2017},
    volume={26},
    number={18},
    doi={10.1002/tal.1397},
    art_number={e1397},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85022342746&doi=10.1002%2ftal.1397&partnerID=40&md5=5c34425c560a52ae5c3044985f9a46c0},
    affiliation={Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, China; State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China},
    }
  • [DOI] C. Liu, C. Lv, C. Wang, G. Yang, D. Huang, and Y. Zhang, “Numerical study on biaxial seismic performance of reinforced concrete box piers based on opensees.” 2017.
    [Bibtex]
    @CONFERENCE{Liu2017,
    author={Liu, C. and Lv, C. and Wang, C. and Yang, G. and Huang, D. and Zhang, Y.},
    title={Numerical Study on Biaxial Seismic Performance of Reinforced Concrete Box Piers Based on OpenSees},
    journal={IOP Conference Series: Materials Science and Engineering},
    year={2017},
    volume={280},
    number={1},
    doi={10.1088/1757-899X/280/1/012002},
    art_number={012002},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85039432689&doi=10.1088%2f1757-899X%2f280%2f1%2f012002&partnerID=40&md5=a18bff9c7c3f67d27ba94bff9222ad47},
    affiliation={Northeast Electric Power University, Institute of Civil Engineering, Jilin, China; Beijing Electric Power Transmission and Transformation Company, Beijing, China},
    }
  • “Iop conference series: materials science and engineering.” 2017.
    [Bibtex]
    @CONFERENCE{NoAuthor2017,
    title={IOP Conference Series: Materials Science and Engineering},
    journal={IOP Conference Series: Materials Science and Engineering},
    year={2017},
    volume={280},
    number={1},
    page_count={308},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85039441463&partnerID=40&md5=df2fb7dbe0f182e52db0ed67f3a58620},
    }
  • [DOI] J. Leng, K. D. Peterman, G. Bian, S. G. Buonopane, and B. W. Schafer, “Modeling seismic response of a full-scale cold-formed steel-framed building,” Engineering structures, vol. 153, pp. 146-165, 2017.
    [Bibtex]
    @ARTICLE{Leng2017146,
    author={Leng, J. and Peterman, K.D. and Bian, G. and Buonopane, S.G. and Schafer, B.W.},
    title={Modeling seismic response of a full-scale cold-formed steel-framed building},
    journal={Engineering Structures},
    year={2017},
    volume={153},
    pages={146-165},
    doi={10.1016/j.engstruct.2017.10.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85033730749&doi=10.1016%2fj.engstruct.2017.10.008&partnerID=40&md5=afa7722c6bbf8a9c0d7d7b20fccb57b4},
    affiliation={Department of Civil Engineering, Johns Hopkins University, Baltimore, MD, United States; Department of Civil and Environmental Engineering, Bucknell University, Lewisburg, PA, United States; Department of Civil and Environmental Engineering, University of Massachusetts Amherst, Amherst, MA, United States},
    }
  • [DOI] Y. -L. Bai, J. -G. Dai, and T. Ozbakkaloglu, “Cyclic stress-strain model incorporating buckling effect for steel reinforcing bars embedded in frp-confined concrete,” Composite structures, vol. 182, pp. 54-66, 2017.
    [Bibtex]
    @ARTICLE{Bai201754,
    author={Bai, Y.-L. and Dai, J.-G. and Ozbakkaloglu, T.},
    title={Cyclic stress-strain model incorporating buckling effect for steel reinforcing bars embedded in FRP-confined concrete},
    journal={Composite Structures},
    year={2017},
    volume={182},
    pages={54-66},
    doi={10.1016/j.compstruct.2017.09.007},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029535296&doi=10.1016%2fj.compstruct.2017.09.007&partnerID=40&md5=5a44323012b8b43eac1a2e00a7a34fb4},
    affiliation={Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China; Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong; School of Civil, Environmental and Mining Engineering, The University of Adelaide, Australia},
    }
  • [DOI] M. Zomorodian, A. Belarbi, and A. Ayoub, “Finite element model for predicting the shear behavior of frp-strengthened rc members,” Engineering structures, vol. 153, pp. 239-253, 2017.
    [Bibtex]
    @ARTICLE{Zomorodian2017239,
    author={Zomorodian, M. and Belarbi, A. and Ayoub, A.},
    title={Finite element model for predicting the shear behavior of FRP-strengthened RC members},
    journal={Engineering Structures},
    year={2017},
    volume={153},
    pages={239-253},
    doi={10.1016/j.engstruct.2017.10.033},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85033583501&doi=10.1016%2fj.engstruct.2017.10.033&partnerID=40&md5=e19abbe503b0a53a0ee885fa6b8282e0},
    affiliation={Matrix Structural Engineers, Houston, United States; Department of Civil and Environmental Engineering, University of Houston, Houston, United States; City University of London, London, United Kingdom},
    }
  • [DOI] X. Xia, X. Chen, and Y. Zhao, “Influence of prestress effect on seismic response of self-centering tall pier,” Tiedao xuebao/journal of the china railway society, vol. 39, iss. 12, pp. 124-130, 2017.
    [Bibtex]
    @ARTICLE{Xia2017124,
    author={Xia, X. and Chen, X. and Zhao, Y.},
    title={Influence of Prestress Effect on Seismic Response of Self-centering Tall Pier},
    journal={Tiedao Xuebao/Journal of the China Railway Society},
    year={2017},
    volume={39},
    number={12},
    pages={124-130},
    doi={10.3969/j.issn.1001-8360.2017.12.017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046956401&doi=10.3969%2fj.issn.1001-8360.2017.12.017&partnerID=40&md5=d4701e8726ddb0f5e1100b0bae56232c},
    affiliation={School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, 730070, China},
    }
  • [DOI] F. Soleimani, S. Mangalathu, and R. DesRoches, “A comparative analytical study on the fragility assessment of box-girder bridges with various column shapes,” Engineering structures, vol. 153, pp. 460-478, 2017.
    [Bibtex]
    @ARTICLE{Soleimani2017460,
    author={Soleimani, F. and Mangalathu, S. and DesRoches, R.},
    title={A comparative analytical study on the fragility assessment of box-girder bridges with various column shapes},
    journal={Engineering Structures},
    year={2017},
    volume={153},
    pages={460-478},
    doi={10.1016/j.engstruct.2017.10.036},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030651692&doi=10.1016%2fj.engstruct.2017.10.036&partnerID=40&md5=3194733b73e4fbc1134790b53f973290},
    affiliation={School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332, United States},
    }
  • [DOI] Y. Jiang, L. Wu, and Z. Chen, “Seismic performance analysis for rc frames with concrete-filled precast rpc tubular columns,” Cailiao daobao/materials review, vol. 31, iss. 12, pp. 90-95, 2017.
    [Bibtex]
    @ARTICLE{Jiang201790,
    author={Jiang, Y. and Wu, L. and Chen, Z.},
    title={Seismic Performance Analysis for RC Frames with Concrete-filled Precast RPC Tubular Columns},
    journal={Cailiao Daobao/Materials Review},
    year={2017},
    volume={31},
    number={12},
    pages={90-95},
    doi={10.11896/j.issn.1005-023X.2017.023.012},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044412165&doi=10.11896%2fj.issn.1005-023X.2017.023.012&partnerID=40&md5=2f2e54dc64bdc640bac7502db62129aa},
    affiliation={School of Civil Engineering, Changsha University of Science and Technology, Changsha, 410114, China},
    }
  • [DOI] F. Solarino, L. Giresini, W. -S. Chang, and H. Huang, “Experimental tests on a dowel-type timber connection and validation of numerical models,” Buildings, vol. 7, iss. 4, 2017.
    [Bibtex]
    @ARTICLE{Solarino2017,
    author={Solarino, F. and Giresini, L. and Chang, W.-S. and Huang, H.},
    title={Experimental tests on a dowel-type timber connection and validation of numerical models},
    journal={Buildings},
    year={2017},
    volume={7},
    number={4},
    doi={10.3390/buildings7040116},
    art_number={116},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85037747517&doi=10.3390%2fbuildings7040116&partnerID=40&md5=371c6495d21c5d4f70579e5d62e1e237},
    affiliation={Department of Energy, Systems Territory and Constructions Engineering, University of Pisa, Largo Lucio Lazzarino, Pisa, 56122, Italy; Sheffield School of Architecture, The University of Sheffield, Sheffield, S10 2TN, United Kingdom; College of Architecture and Civil Engineering, Beijing University of Technology, 100 Pingleyuan, Beijing, 100124, China},
    }
  • C. Liu, H. Li, D. Li, and L. Li, “Seismic fragility of src structures based on opensees and ida,” World information on earthquake engineering, vol. 33, iss. 4, pp. 112-121, 2017.
    [Bibtex]
    @ARTICLE{Liu2017112,
    author={Liu, C. and Li, H. and Li, D. and Li, L.},
    title={Seismic fragility of SRC structures based on OpenSEES and IDA},
    journal={World Information on Earthquake Engineering},
    year={2017},
    volume={33},
    number={4},
    pages={112-121},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85040179265&partnerID=40&md5=2de7f025fcb55833b3a092604fffacbf},
    affiliation={Xi'an University of Arc&Tec, Xi'an, 710055, China; School of Science, Xi'an University of Architecture and Technology, Xi'an, 710055, China},
    }
  • [DOI] X. Xiong and G. Yao, “Experimental study on behavior of unbounded prestressed steel-reinforced concrete frame under vertical monotonic and cyclic loading,” Jianzhu jiegou xuebao/journal of building structures, vol. 38, iss. 12, pp. 1-11, 2017.
    [Bibtex]
    @ARTICLE{Xiong20171,
    author={Xiong, X. and Yao, G.},
    title={Experimental study on behavior of unbounded prestressed steel-reinforced concrete frame under vertical monotonic and cyclic loading},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    number={12},
    pages={1-11},
    doi={10.14006/j.jzjgxb.2017.12.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044641988&doi=10.14006%2fj.jzjgxb.2017.12.001&partnerID=40&md5=59cdf02e030c7ac51038779c941d3ea3},
    affiliation={Department of Structural Engineering, Tongji University, Shanghai, 200092, China; Key Laboratory of China Ministry of Education for Advanced Civil Engineering and Materials, Tongji University, Shanghai, 200092, China},
    }
  • [DOI] D. -B. Yang, C. -Y. Liu, M. -N. Hu, and X. Zhang, “Seismic analysis of single-layer latticed domes composed of welded round pipes considering low cycle fatigue,” International journal of structural stability and dynamics, vol. 17, iss. 10, 2017.
    [Bibtex]
    @ARTICLE{Yang2017,
    author={Yang, D.-B. and Liu, C.-Y. and Hu, M.-N. and Zhang, X.},
    title={Seismic Analysis of Single-Layer Latticed Domes Composed of Welded Round Pipes Considering Low Cycle Fatigue},
    journal={International Journal of Structural Stability and Dynamics},
    year={2017},
    volume={17},
    number={10},
    doi={10.1142/S021945541750122X},
    art_number={1750122},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85015695854&doi=10.1142%2fS021945541750122X&partnerID=40&md5=42265a17e6b6f787f5e6e90451a8d0c5},
    affiliation={School of Civil Engineering, Shandong Jianzhu University, Jinan, China},
    }
  • Z. -G. Sun, M. -Y. Gu, B. -J. Si, and Y. -W. Zhou, “Seismic behavior analyses of rocking self-centering double column bridge bents using external angles,” Zhongguo gonglu xuebao/china journal of highway and transport, vol. 30, iss. 12, pp. 40-49, 2017.
    [Bibtex]
    @ARTICLE{Sun201740,
    author={Sun, Z.-G. and Gu, M.-Y. and Si, B.-J. and Zhou, Y.-W.},
    title={Seismic Behavior Analyses of Rocking Self-centering Double Column Bridge Bents Using External Angles},
    journal={Zhongguo Gonglu Xuebao/China Journal of Highway and Transport},
    year={2017},
    volume={30},
    number={12},
    pages={40-49},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041541621&partnerID=40&md5=97dda0cc7b3a61895bbe511e5d65142b},
    affiliation={Department of Disaster Prevention Engineering, Institute of Disaster Prevention, Sanhe, Hebei 065201, China; Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China; Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen, Guangdong 518060, China},
    }
  • [DOI] Y. Pan, X. -H. Chen, Y. -Y. Yao, and K. -L. Deng, “Progressive collapse analysis of unbonded post-tensioned precast rc frame structures using column removal method,” Gongcheng lixue/engineering mechanics, vol. 34, iss. 12, pp. 162-170, 2017.
    [Bibtex]
    @ARTICLE{Pan2017162,
    author={Pan, Y. and Chen, X.-H. and Yao, Y.-Y. and Deng, K.-L.},
    title={Progressive collapse analysis of unbonded post-tensioned precast RC frame structures using column removal method},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    number={12},
    pages={162-170},
    doi={10.6052/j.issn.1000-4750.2016.08.0645},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042183066&doi=10.6052%2fj.issn.1000-4750.2016.08.0645&partnerID=40&md5=7714318129ce357c71a2d63776e7745c},
    affiliation={School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China; Chendu Sunway International Architectural Design Co. Ltd, Chengdu, 610094, China; Department of Civil Engineering, Tsinghua University, Beijing, 100084, China},
    }
  • [DOI] M. G. Mulas and P. Martinelli, “Numerical simulation of the partial seismic collapse of a 1960s rc building,” Journal of performance of constructed facilities, vol. 31, iss. 6, 2017.
    [Bibtex]
    @ARTICLE{Mulas2017,
    author={Mulas, M.G. and Martinelli, P.},
    title={Numerical Simulation of the Partial Seismic Collapse of a 1960s RC Building},
    journal={Journal of Performance of Constructed Facilities},
    year={2017},
    volume={31},
    number={6},
    doi={10.1061/(ASCE)CF.1943-5509.0001102},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85031491718&doi=10.1061%2f%28ASCE%29CF.1943-5509.0001102&partnerID=40&md5=3a2bfbf11b9f827b0ae2fc23a2e0fd3d},
    affiliation={Dept. of Civil and Environmental Engineering, Politecnico di Milano, P.za L. da Vinci 32, Milano, 20133, Italy},
    }
  • [DOI] M. Khorami, M. Khorami, M. Alvansazyazdi, M. Shariati, Y. Zandi, A. Jalali, and M. M. Tahir, “Seismic performance evaluation of buckling restrained braced frames (brbf) using incremental nonlinear dynamic analysis method (ida),” Earthquake and structures, vol. 13, iss. 6, pp. 531-538, 2017.
    [Bibtex]
    @ARTICLE{Khorami2017531,
    author={Khorami, M. and Khorami, M. and Alvansazyazdi, M. and Shariati, M. and Zandi, Y. and Jalali, A. and Tahir, M.M.},
    title={Seismic performance evaluation of buckling restrained braced frames (BRBF) using incremental nonlinear dynamic analysis method (IDA)},
    journal={Earthquake and Structures},
    year={2017},
    volume={13},
    number={6},
    pages={531-538},
    doi={10.12989/eas.2017.13.6.531},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041197122&doi=10.12989%2feas.2017.13.6.531&partnerID=40&md5=d401de6bbf391146788250b7e0092ce8},
    affiliation={Facultad de Arquitectura y Urbanismo, Universidad Tecnológica Equinoccial, Calle Rumipamba s/n y Bourgeois, Quito, Ecuador; Facultad de Ingeniería Civil y Ambiental, Escuela Politécnica Nacional, Ladrón de Guevara, Quito, E11-253L, Ecuador; Civil Engineering Department, Islamic Azad University, Tehran, Iran; Facultad Ingeniería Ciencias Físicas y Matemática, Carrera Ingeniería Civil, Universidad Central del Ecuador, Quito, Ecuador; Facultad de Arquitectura, Universidad Laica Eloy Alfaro de Manabí, Ecuador; Faculty of Civil Engineering, University of Tabriz, Tabriz, Iran; Department of Civil Engineering, Tabriz Branch, Islamic Azad University, Tabriz, Iran; UTM Construction Research Centre, Faculty of Civil Engineering, Institute for Smart Infrastructure and Innovative Construction, UTM, Johor Bahru, Johor, 81310, Malaysia},
    }
  • Y. Tan, H. Yang, H. Xie, and Y. Sun, “Research on reinforcement calculating method of biaxial loaded rc columns,” World information on earthquake engineering, vol. 33, iss. 4, pp. 171-179, 2017.
    [Bibtex]
    @ARTICLE{Tan2017171,
    author={Tan, Y. and Yang, H. and Xie, H. and Sun, Y.},
    title={Research on reinforcement calculating method of biaxial loaded RC columns},
    journal={World Information on Earthquake Engineering},
    year={2017},
    volume={33},
    number={4},
    pages={171-179},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85040178987&partnerID=40&md5=ef26bdb41065bba6fc35592f14106891},
    affiliation={College of Civil Engineering, Chongqing University, Chongqing, 400045, China; Hong Kong Huayi Design Consultants(Shenzhen) Ltd., Shenzhen, 518000, China; Chongqing Architectural Design Institute, Chongqing, 400015, China},
    }
  • [DOI] G. Ghodrati Amiri and E. Rajabi, “Damage evaluation of reinforced concrete and steel frames under critical successive scenarios,” International journal of steel structures, vol. 17, iss. 4, pp. 1495-1514, 2017.
    [Bibtex]
    @ARTICLE{GhodratiAmiri20171495,
    author={Ghodrati Amiri, G. and Rajabi, E.},
    title={Damage evaluation of reinforced concrete and steel frames under critical successive scenarios},
    journal={International Journal of Steel Structures},
    year={2017},
    volume={17},
    number={4},
    pages={1495-1514},
    doi={10.1007/s13296-017-1218-5},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85038809026&doi=10.1007%2fs13296-017-1218-5&partnerID=40&md5=7c75bc17114b2f971906fe34109b4e24},
    affiliation={Center of Excellence for Fundamental Studies in Structural Engineering, School of Civil Engineering, Iran University of Science and Technology, PO Box 16765-163, Narmak, Tehran, 16846, Iran},
    }
  • [DOI] K. Ma, J. Zhong, W. Yuan, and X. Dang, “Fragility analysis of floating cable-stayed bridge under non-uniform seismic excitation,” Tongji daxue xuebao/journal of tongji university, vol. 45, iss. 12, pp. 1744-1754, 2017.
    [Bibtex]
    @ARTICLE{Ma20171744,
    author={Ma, K. and Zhong, J. and Yuan, W. and Dang, X.},
    title={Fragility Analysis of Floating Cable-stayed Bridge Under Non-uniform Seismic Excitation},
    journal={Tongji Daxue Xuebao/Journal of Tongji University},
    year={2017},
    volume={45},
    number={12},
    pages={1744-1754},
    doi={10.11908/j.issn.0253-374x.2017.12.003},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046804800&doi=10.11908%2fj.issn.0253-374x.2017.12.003&partnerID=40&md5=41c4d433603ec2fe5249aa1e62d6e76b},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China; School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei, 230009, China},
    }
  • [DOI] H. Cheng, H. -N. Li, D. -S. Wang, C. Li, and X. Fu, “Seismic performance analysis of reinforced concrete bridge column considering bond deterioration caused by chloride ion induced corrosion,” Gongcheng lixue/engineering mechanics, vol. 34, iss. 12, pp. 48-58, 2017.
    [Bibtex]
    @ARTICLE{Cheng201748,
    author={Cheng, H. and Li, H.-N. and Wang, D.-S. and Li, C. and Fu, X.},
    title={Seismic performance analysis of reinforced concrete bridge column considering bond deterioration caused by chloride ion induced corrosion},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    number={12},
    pages={48-58},
    doi={10.6052/j.issn.1000-4750.2016.08.0584},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042202741&doi=10.6052%2fj.issn.1000-4750.2016.08.0584&partnerID=40&md5=4bf3ce67bcfc907a28b0b5b027328d3c},
    affiliation={Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, 116024, China; School of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, China; School of Civil and Transportation, Hebei University of Technology, Tianjin, 300401, China},
    }
  • H. -H. Dong, Y. -L. Bai, Q. Han, and X. -L. Du, “Mechanical performance of new type of self-centering energy dissipation brace and its application in double-column bridge structures,” Zhongguo gonglu xuebao/china journal of highway and transport, vol. 30, iss. 12, pp. 196-204, 2017.
    [Bibtex]
    @ARTICLE{Dong2017196,
    author={Dong, H.-H. and Bai, Y.-L. and Han, Q. and Du, X.-L.},
    title={Mechanical Performance of New Type of Self-centering Energy Dissipation Brace and Its Application in Double-column Bridge Structures},
    journal={Zhongguo Gonglu Xuebao/China Journal of Highway and Transport},
    year={2017},
    volume={30},
    number={12},
    pages={196-204},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041508582&partnerID=40&md5=3c849442ea6b9ae6cef4f2db2f0d1541},
    affiliation={Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China},
    }
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    [Bibtex]
    @ARTICLE{Lan2017576,
    author={Lan, C. and Briseghella, B. and Fenu, L. and Xue, J. and Zordan, T.},
    title={The optimal shapes of piles in integral abutment bridges},
    journal={Journal of Traffic and Transportation Engineering (English Edition)},
    year={2017},
    volume={4},
    number={6},
    pages={576-593},
    doi={10.1016/j.jtte.2017.11.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85035773409&doi=10.1016%2fj.jtte.2017.11.001&partnerID=40&md5=4a4a2e0a5b2ee2ced12a106680d81576},
    affiliation={Bolina Ingegneria Ltd., Venezia, 30174, Italy; College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China; Department of Civil Engineering, Environmental Engineering and Architecture, University of Cagliari, Cagliari, 09124, Italy},
    }
  • H. Jiang, J. -M. Jin, Z. -G. Wang, X. -Y. Bai, and M. Wang, “Probabilistic seismic damage characteristics for piers of deep-water continuous rigid frame bridge based on ida method,” Zhongguo gonglu xuebao/china journal of highway and transport, vol. 30, iss. 12, pp. 89-100, 2017.
    [Bibtex]
    @ARTICLE{Jiang201789,
    author={Jiang, H. and Jin, J.-M. and Wang, Z.-G. and Bai, X.-Y. and Wang, M.},
    title={Probabilistic Seismic Damage Characteristics for Piers of Deep-water Continuous Rigid Frame Bridge Based on IDA Method},
    journal={Zhongguo Gonglu Xuebao/China Journal of Highway and Transport},
    year={2017},
    volume={30},
    number={12},
    pages={89-100},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041532216&partnerID=40&md5=5627ee05f43e777ae4f45706a6846a27},
    affiliation={School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China; Beijing MTR Construction Administration Corporation, Beijing, 100068, China},
    }
  • D. -S. Shan, J. Dong, Q. Li, and X. -H. Xie, “Seismic vulnerability analysis of bridge structures based on nonparametric kernel density estimation,” Zhongguo gonglu xuebao/china journal of highway and transport, vol. 30, iss. 12, pp. 71-80, 2017.
    [Bibtex]
    @ARTICLE{Shan201771,
    author={Shan, D.-S. and Dong, J. and Li, Q. and Xie, X.-H.},
    title={Seismic Vulnerability Analysis of Bridge Structures Based on Nonparametric Kernel Density Estimation},
    journal={Zhongguo Gonglu Xuebao/China Journal of Highway and Transport},
    year={2017},
    volume={30},
    number={12},
    pages={71-80},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041553065&partnerID=40&md5=be7cbd44f8f67e166b22f990e3650734},
    affiliation={School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China},
    }
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    [Bibtex]
    @CONFERENCE{Chen201761,
    author={Chen, J. and Zhang, Y. and Yuan, W.},
    title={Analysis on Seismic Behavior of Prefabricated Segmental Bridge Columns with Hybrid System},
    journal={Proceedings - 2nd International Conference on Smart City and Systems Engineering, ICSCSE 2017},
    year={2017},
    pages={61-66},
    doi={10.1109/ICSCSE.2017.23},
    art_number={8120510},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041397769&doi=10.1109%2fICSCSE.2017.23&partnerID=40&md5=842c72b2dbc5a9bddd744b096bd4625e},
    affiliation={Department of Civil Engineering, Nanjing University of Science and Technology, Nanjing, 210094, China; State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • [DOI] T. Zhou and A. Li, “Development and verification of element model for lead-rubber bearings,” Dongnan daxue xuebao (ziran kexue ban)/journal of southeast university (natural science edition), vol. 47, iss. 6, pp. 1154-1160, 2017.
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    @ARTICLE{Zhou20171154,
    author={Zhou, T. and Li, A.},
    title={Development and verification of element model for lead-rubber bearings},
    journal={Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition)},
    year={2017},
    volume={47},
    number={6},
    pages={1154-1160},
    doi={10.3969/j.issn.1001-0505.2017.06.012},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85040595626&doi=10.3969%2fj.issn.1001-0505.2017.06.012&partnerID=40&md5=f23e137f52b939a9385a9fa1d2cd8d41},
    affiliation={School of Civil Engineering, Southeast University, Nanjing, 210096, China; Beijing Advanced Innovation Center for Future Urban Design, Beijing, 100044, China; School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China},
    }
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    @ARTICLE{Ribeiro20171197,
    author={Ribeiro, F.L.A. and Neves, L.A.C. and Barbosa, A.R.},
    title={Implementation and Calibration of Finite-Length Plastic Hinge Elements for Use in Seismic Structural Collapse Analysis},
    journal={Journal of Earthquake Engineering},
    year={2017},
    volume={21},
    number={8},
    pages={1197-1219},
    doi={10.1080/13632469.2015.1036327},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85033373221&doi=10.1080%2f13632469.2015.1036327&partnerID=40&md5=f0327fd572f643cf17e1e9f92f6604c1},
    affiliation={Department of Civil Engineering, Faculdade de Ciencias e Tecnologia–Universidade Nova de Lisboa, Caparica, Portugal; School of Civil and Construction Engineering, Oregon State University, Corvallis, OR, United States; Nottingham Transport Engineering Centre (NTEC), University of Nottingham, University Park, Nottingham, United Kingdom; UNIC, Department of Civil Engineering, Faculdade de Ciencias e Tecnologia–Universidade Nova de Lisboa, Caparica, Portugal},
    }
  • [DOI] Z. Li, H. Dong, X. Wang, and M. He, “Experimental and numerical investigations into seismic performance of timber-steel hybrid structure with supplemental dampers,” Engineering structures, vol. 151, pp. 33-43, 2017.
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    @ARTICLE{Li201733,
    author={Li, Z. and Dong, H. and Wang, X. and He, M.},
    title={Experimental and numerical investigations into seismic performance of timber-steel hybrid structure with supplemental dampers},
    journal={Engineering Structures},
    year={2017},
    volume={151},
    pages={33-43},
    doi={10.1016/j.engstruct.2017.08.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85027377306&doi=10.1016%2fj.engstruct.2017.08.011&partnerID=40&md5=57611fca891eb0717b7d7352b01c9772},
    affiliation={Department of Structural Engineering, Tongji University, Shanghai, 200092, China},
    }
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    @ARTICLE{Ismail201788,
    author={Ismail, A.M. and Fahmy, M.F.M. and Wu, Z.},
    title={Simulating the lateral performance of FRP-confined RC circular columns using a new eccentric-based stress-strain model},
    journal={Composite Structures},
    year={2017},
    volume={180},
    pages={88-104},
    doi={10.1016/j.compstruct.2017.07.075},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85026816785&doi=10.1016%2fj.compstruct.2017.07.075&partnerID=40&md5=2fa61d4da693300367f3b806465312cc},
    affiliation={International Institute for Urban Systems Engineering, Southeast Univ., Nanjing, 210096, China; Civil Engineering Dept., Faculty of Engineering, Assiut University, Assiut, Egypt},
    }
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    @ARTICLE{Zhou20171,
    author={Zhou, T. and Wu, Y.F. and Li, A.Q.},
    title={Implementation and Validation of a Numerical Model for Lead-Rubber Seismic Isolation Bearings},
    journal={Journal of Mechanics},
    year={2017},
    pages={1-13},
    doi={10.1017/jmech.2017.100},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85034592326&doi=10.1017%2fjmech.2017.100&partnerID=40&md5=fd5074be072f22ec83cee38e4df339a3},
    affiliation={School of Civil Engineering Southeast University Nanjing, China, China; Beijing Advanced Innovation Center for Future Urban Design Beijing University of Civil Engineering and Architecture Beijing, China, China},
    }
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    @ARTICLE{Zhao2017568,
    author={Zhao, L. and Bi, K. and Hao, H. and Li, X.},
    title={Numerical studies on the seismic responses of bridge structures with precast segmental columns},
    journal={Engineering Structures},
    year={2017},
    volume={151},
    pages={568-583},
    doi={10.1016/j.engstruct.2017.08.018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029523185&doi=10.1016%2fj.engstruct.2017.08.018&partnerID=40&md5=549372e240cf5b853bc08a191b9201f9},
    affiliation={Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, China; Center for Infrastructure Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin University, Kent Street, Bentley, WA 6102, Australia},
    }
  • [DOI] J. -J. Guo, J. Zhong, X. -Z. Dang, and W. -C. Yuan, “Seismic performance assessment of a curved bridge equipped with a new type spring restrainer,” Engineering structures, vol. 151, pp. 105-114, 2017.
    [Bibtex]
    @ARTICLE{Guo2017105,
    author={Guo, J.-J. and Zhong, J. and Dang, X.-Z. and Yuan, W.-C.},
    title={Seismic performance assessment of a curved bridge equipped with a new type spring restrainer},
    journal={Engineering Structures},
    year={2017},
    volume={151},
    pages={105-114},
    doi={10.1016/j.engstruct.2017.08.006},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85027553944&doi=10.1016%2fj.engstruct.2017.08.006&partnerID=40&md5=7a74ad6b4819db662681fe2d944c5170},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, 1239, Siping Road, Shanghai, 200092, China; School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei, 230009, China},
    }
  • [DOI] S. Tian, H. Jia, and Y. Lin, “Hybrid simulation of a carbon fibre–reinforced polymer-strengthened continuous reinforced concrete girder bridge,” Advances in structural engineering, vol. 20, iss. 11, pp. 1658-1670, 2017.
    [Bibtex]
    @ARTICLE{Tian20171658,
    author={Tian, S. and Jia, H. and Lin, Y.},
    title={Hybrid simulation of a carbon fibre–reinforced polymer-strengthened continuous reinforced concrete girder bridge},
    journal={Advances in Structural Engineering},
    year={2017},
    volume={20},
    number={11},
    pages={1658-1670},
    doi={10.1177/1369433217691772},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85031286546&doi=10.1177%2f1369433217691772&partnerID=40&md5=cf9128b56735dff1320df52e52041441},
    affiliation={School of Civil Engineering, Harbin Institute of Technology, Harbin, China; School of Civil Engineering, Suzhou University of Science and Technology, Suzhou, China},
    }
  • [DOI] N. Mohammad Noh, L. Liberatore, F. Mollaioli, and S. Tesfamariam, “Modelling of masonry infilled rc frames subjected to cyclic loads: state of the art review and modelling with opensees,” Engineering structures, vol. 150, pp. 599-621, 2017.
    [Bibtex]
    @ARTICLE{MohammadNoh2017599,
    author={Mohammad Noh, N. and Liberatore, L. and Mollaioli, F. and Tesfamariam, S.},
    title={Modelling of masonry infilled RC frames subjected to cyclic loads: State of the art review and modelling with OpenSees},
    journal={Engineering Structures},
    year={2017},
    volume={150},
    pages={599-621},
    doi={10.1016/j.engstruct.2017.07.002},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85026466729&doi=10.1016%2fj.engstruct.2017.07.002&partnerID=40&md5=d3989e7c04836d8c5a683859af5a656b},
    affiliation={School of Engineering, The University of British Columbia, Kelowna, BC, Canada; Department of Structural and Geotechnical Engineering, “Sapienza” University of Rome, Italy},
    }
  • [DOI] F. Behnamfar, S. M. Mirhosseini, and H. Alibabaei, “Seismic behavior of structures considering uplift and soil–structure interaction,” Advances in structural engineering, vol. 20, iss. 11, pp. 1712-1726, 2017.
    [Bibtex]
    @ARTICLE{Behnamfar20171712,
    author={Behnamfar, F. and Mirhosseini, S.M. and Alibabaei, H.},
    title={Seismic behavior of structures considering uplift and soil–structure interaction},
    journal={Advances in Structural Engineering},
    year={2017},
    volume={20},
    number={11},
    pages={1712-1726},
    doi={10.1177/1369433217693628},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85031289200&doi=10.1177%2f1369433217693628&partnerID=40&md5=e807e5b65b9e31258257d66ec0924604},
    affiliation={Department of Civil Engineering, Isfahan University of Technology, Esfahan, 8415683111, Iran},
    }
  • [DOI] W. Xue and X. Hu, “Seismic performance of a four-story two-bay high-performance concrete frame under low reversed cyclic loading,” Ksce journal of civil engineering, vol. 21, iss. 7, pp. 2707-2716, 2017.
    [Bibtex]
    @ARTICLE{Xue20172707,
    author={Xue, W. and Hu, X.},
    title={Seismic performance of a four-story two-bay high-performance concrete frame under low reversed cyclic loading},
    journal={KSCE Journal of Civil Engineering},
    year={2017},
    volume={21},
    number={7},
    pages={2707-2716},
    doi={10.1007/s12205-017-0435-y},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85014101945&doi=10.1007%2fs12205-017-0435-y&partnerID=40&md5=66b7c0ad75263efb58d089efc8594717},
    affiliation={Dept. of Structural Engineering, Tongji University, Shanghai, 200092, China},
    }
  • [DOI] F. Freddi, C. A. Dimopoulos, and T. L. Karavasilis, “Rocking damage-free steel column base with friction devices: design procedure and numerical evaluation,” Earthquake engineering and structural dynamics, vol. 46, iss. 14, pp. 2281-2300, 2017.
    [Bibtex]
    @ARTICLE{Freddi20172281,
    author={Freddi, F. and Dimopoulos, C.A. and Karavasilis, T.L.},
    title={Rocking damage-free steel column base with friction devices: design procedure and numerical evaluation},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2017},
    volume={46},
    number={14},
    pages={2281-2300},
    doi={10.1002/eqe.2904},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018781873&doi=10.1002%2feqe.2904&partnerID=40&md5=cc647c5de38387369296059dcfd698d3},
    affiliation={School of Engineering, University of Warwick, Coventry, CV4 7AL, United Kingdom; Faculty of Engineering and the Environment, University of Southampton, Southampton, SO17 1BJ, United Kingdom},
    }
  • [DOI] Z. Pan, Q. Si, Z. Zhou, Y. Zhang, Y. Zhu, and X. Chen, “Experimental and numerical investigations of seismic performance of hybrid joints with bolted connections,” Journal of constructional steel research, vol. 138, pp. 867-876, 2017.
    [Bibtex]
    @ARTICLE{Pan2017867,
    author={Pan, Z. and Si, Q. and Zhou, Z. and Zhang, Y. and Zhu, Y. and Chen, X.},
    title={Experimental and numerical investigations of seismic performance of hybrid joints with bolted connections},
    journal={Journal of Constructional Steel Research},
    year={2017},
    volume={138},
    pages={867-876},
    doi={10.1016/j.jcsr.2017.09.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030859191&doi=10.1016%2fj.jcsr.2017.09.001&partnerID=40&md5=f33ea60ea8fe26213acef438345fb7b0},
    affiliation={Jiangsu University of Science and Technology, School of Civil Engineering and Architecture, Zhenjiang, 212003, China; Jiangsu University of Science and Technology, School of Naval Architecture and Civil Engineering, Zhangjiagang, 215600, China},
    }
  • [DOI] H. Song, Y. Yang, and J. Liu, “Seismic behavior of l-shaped concrete-filled steel tubular columns with reinforcement stiffeners,” Jianzhu jiegou xuebao/journal of building structures, vol. 38, pp. 179-184, 2017.
    [Bibtex]
    @ARTICLE{Song2017179,
    author={Song, H. and Yang, Y. and Liu, J.},
    title={Seismic behavior of L-shaped concrete-filled steel tubular columns with reinforcement stiffeners},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    pages={179-184},
    doi={10.14006/j.jzjgxb.2017.S1.024},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046858387&doi=10.14006%2fj.jzjgxb.2017.S1.024&partnerID=40&md5=8a4ac5daaed65335cbeaba12b0e4c2e5},
    affiliation={School of Civil Engineering, Chongqing University, Chongqing, 400045, China; Key Laboratory of New Technology for Construction of Cities in Mountain Area of China Ministry of Education, Chongqing University, Chongqing, 400045, China; Shenzhen Municipal Design & Research Institute Co., Ltd, Shenzhen, 518029, China},
    }
  • [DOI] P. Zhang, J. I. Restrepo, J. P. Conte, and J. Ou, “Nonlinear finite element modeling and response analysis of the collapsed alto rio building in the 2010 chile maule earthquake,” Structural design of tall and special buildings, vol. 26, iss. 16, 2017.
    [Bibtex]
    @ARTICLE{Zhang2017,
    author={Zhang, P. and Restrepo, J.I. and Conte, J.P. and Ou, J.},
    title={Nonlinear finite element modeling and response analysis of the collapsed Alto Rio building in the 2010 Chile Maule earthquake},
    journal={Structural Design of Tall and Special Buildings},
    year={2017},
    volume={26},
    number={16},
    doi={10.1002/tal.1364},
    art_number={e1364},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019605299&doi=10.1002%2ftal.1364&partnerID=40&md5=97a5b0ee84d5c3e0c58bd06ba7e170cb},
    affiliation={Faculty of Infrastructure Engineering, Dalian University of Technology, No.2 Linggong Road, Ganjingzi District, Dalian, Liaoning 116024, China; Department of Structural Engineering, University of California at San Diego, 9500 Gilman Drive, La Jolla, CA 92093-0085, United States},
    }
  • [DOI] Z. He, S. Fu, Y. Shi, Q. Tao, and C. Sun, “New speedup algorithms for nonlinear dynamic time history analysis of supertall building structures under strong earthquakes,” Structural design of tall and special buildings, vol. 26, iss. 16, 2017.
    [Bibtex]
    @ARTICLE{He2017,
    author={He, Z. and Fu, S. and Shi, Y. and Tao, Q. and Sun, C.},
    title={New speedup algorithms for nonlinear dynamic time history analysis of supertall building structures under strong earthquakes},
    journal={Structural Design of Tall and Special Buildings},
    year={2017},
    volume={26},
    number={16},
    doi={10.1002/tal.1369},
    art_number={e1369},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85025066672&doi=10.1002%2ftal.1369&partnerID=40&md5=bca868d2742a4cb921fbc3b21516a29e},
    affiliation={School of Civil Engineering, Dalian University of Technology, Dalian, 116024, China; State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, 116024, China},
    }
  • X. -S. Xia, X. -C. Chen, and Z. -L. Ai, “Study of seismic performance of a new type of railway bridge pier,” Bridge construction, vol. 47, iss. 5, pp. 12-17, 2017.
    [Bibtex]
    @ARTICLE{Xia201712,
    author={Xia, X.-S. and Chen, X.-C. and Ai, Z.-L.},
    title={Study of Seismic Performance of a New Type of Railway Bridge Pier},
    journal={Bridge Construction},
    year={2017},
    volume={47},
    number={5},
    pages={12-17},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046338486&partnerID=40&md5=4f49176b1a9d259c4f289173ef28670a},
    affiliation={School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, 730070, China; China Railway Eryuan Engineering Group Co., Ltd., Chengdu, 610031, China},
    }
  • [DOI] M. Ahmadi, H. Naderpour, A. Kheyroddin, and A. H. Gandomi, “Seismic failure probability and vulnerability assessment of steel-concrete composite structures,” Periodica polytechnica civil engineering, vol. 61, iss. 4, pp. 939-950, 2017.
    [Bibtex]
    @ARTICLE{Ahmadi2017939,
    author={Ahmadi, M. and Naderpour, H. and Kheyroddin, A. and Gandomi, A.H.},
    title={Seismic failure probability and vulnerability assessment of steel-concrete composite structures},
    journal={Periodica Polytechnica Civil Engineering},
    year={2017},
    volume={61},
    number={4},
    pages={939-950},
    doi={10.3311/PPci.10548},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032673424&doi=10.3311%2fPPci.10548&partnerID=40&md5=76acbaa334c99b59d6750f63879539fb},
    affiliation={Faculty of Civil Engineering, Semnan University, Semnan, Iran; BEACON Center for the Study of Evolution in Action, Michigan State University, 1450 BPS, East Lansing, MI 48824, United States},
    }
  • [DOI] S. Qiao, X. Han, and K. Zhou, “Bracing configuration and seismic performance of reinforced concrete frame with brace,” Structural design of tall and special buildings, vol. 26, iss. 14, 2017.
    [Bibtex]
    @ARTICLE{Qiao2017,
    author={Qiao, S. and Han, X. and Zhou, K.},
    title={Bracing configuration and seismic performance of reinforced concrete frame with brace},
    journal={Structural Design of Tall and Special Buildings},
    year={2017},
    volume={26},
    number={14},
    doi={10.1002/tal.1381},
    art_number={e1381},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018675513&doi=10.1002%2ftal.1381&partnerID=40&md5=c72dbc04bbc2111a87f3d9f9ac767059},
    affiliation={School of Civil Engineering and Transportation, South China University of Technology, Tianhe, Guangzhou, 510641, China; College of Civil Engineering, Huaqiao University, Xiamen, 361021, China},
    }
  • [DOI] B. -J. Si, M. -Y. Gu, Z. -G. Sun, and M. Du, “Seismic response analysis of the rocking self-centering bridge piers under the near-fault ground motions,” Gongcheng lixue/engineering mechanics, vol. 34, iss. 10, pp. 87-97, 2017.
    [Bibtex]
    @ARTICLE{Si201787,
    author={Si, B.-J. and Gu, M.-Y. and Sun, Z.-G. and Du, M.},
    title={Seismic response analysis of the rocking self-centering bridge piers under the near-fault ground motions},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    number={10},
    pages={87-97},
    doi={10.6052/j.issn.1000-4750.2016.05.0386},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85033705454&doi=10.6052%2fj.issn.1000-4750.2016.05.0386&partnerID=40&md5=57c5b240ac09454e1f6165b5067d3a53},
    affiliation={Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China; Department of Disaster Prevention Engineering, Institute of Disaster Prevention, Sanhe, Hebei 065201, China},
    }
  • [DOI] J. Gao and Y. Xu, “Rational finite element model analysis of two span skew girder bridge,” Wuhan ligong daxue xuebao (jiaotong kexue yu gongcheng ban)/journal of wuhan university of technology (transportation science and engineering), vol. 41, iss. 5, pp. 751-756, 2017.
    [Bibtex]
    @ARTICLE{Gao2017751,
    author={Gao, J. and Xu, Y.},
    title={Rational Finite Element Model Analysis of Two Span Skew Girder Bridge},
    journal={Wuhan Ligong Daxue Xuebao (Jiaotong Kexue Yu Gongcheng Ban)/Journal of Wuhan University of Technology (Transportation Science and Engineering)},
    year={2017},
    volume={41},
    number={5},
    pages={751-756},
    doi={10.3963/j.issn.2095-3844.2017.05.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032789098&doi=10.3963%2fj.issn.2095-3844.2017.05.008&partnerID=40&md5=33139b804f667c23532696296e0bc1cd},
    affiliation={Fujian Chuanzheng Communications College, Fuzhou, 350007, China; College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China},
    }
  • [DOI] M. F. M. Fahmy, A. M. Ismail, and Z. Wu, “Numerical study on the applicability of design-oriented models of frp-confined concrete for predicting the cyclic response of circular frp-jacketed rc columns,” Journal of composites for construction, vol. 21, iss. 5, 2017.
    [Bibtex]
    @ARTICLE{Fahmy2017,
    author={Fahmy, M.F.M. and Ismail, A.M. and Wu, Z.},
    title={Numerical Study on the Applicability of Design-Oriented Models of FRP-Confined Concrete for Predicting the Cyclic Response of Circular FRP-Jacketed RC Columns},
    journal={Journal of Composites for Construction},
    year={2017},
    volume={21},
    number={5},
    doi={10.1061/(ASCE)CC.1943-5614.0000791},
    art_number={04017017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018443908&doi=10.1061%2f%28ASCE%29CC.1943-5614.0000791&partnerID=40&md5=0b9623bd0e165ac24aafb70ef9784cfa},
    affiliation={International Institute for Urban Systems Engineering, Southeast Univ., Nanjing, 210096, China; Dept. of Civil Engineering, Faculty of Engineering, Assiut Univ., Assiut, 71516, Egypt},
    }
  • [DOI] E. Jacobsen and R. Tremblay, “Shake-table testing and numerical modelling of inelastic seismic response of semi-rigid cold-formed rack moment frames,” Thin-walled structures, vol. 119, pp. 190-210, 2017.
    [Bibtex]
    @ARTICLE{Jacobsen2017190,
    author={Jacobsen, E. and Tremblay, R.},
    title={Shake-table testing and numerical modelling of inelastic seismic response of semi-rigid cold-formed rack moment frames},
    journal={Thin-Walled Structures},
    year={2017},
    volume={119},
    pages={190-210},
    doi={10.1016/j.tws.2017.05.024},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020403051&doi=10.1016%2fj.tws.2017.05.024&partnerID=40&md5=6b7f8725e493f8a2fcbe2503168d35a3},
    affiliation={Polytechnique Montreal, Montreal, H3C 3A7, Canada},
    }
  • [DOI] F. Hedayati Dezfuli, S. Li, M. S. Alam, and J. -Q. Wang, “Effect of constitutive models on the seismic response of an sma-lrb isolated highway bridge,” Engineering structures, vol. 148, pp. 113-125, 2017.
    [Bibtex]
    @ARTICLE{HedayatiDezfuli2017113,
    author={Hedayati Dezfuli, F. and Li, S. and Alam, M.S. and Wang, J.-Q.},
    title={Effect of constitutive models on the seismic response of an SMA-LRB isolated highway bridge},
    journal={Engineering Structures},
    year={2017},
    volume={148},
    pages={113-125},
    doi={10.1016/j.engstruct.2017.06.036},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020946860&doi=10.1016%2fj.engstruct.2017.06.036&partnerID=40&md5=a888d311d84cda7259e80b22651bfb5e},
    affiliation={School of Engineering, University of British Columbia, Kelowna, BC, Canada; Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Nanjing, China},
    }
  • [DOI] M. Saberian and M. M. Khabiri, “Experimental and numerical study of the effects of coal on pavement performance in mine haul road,” Geotechnical and geological engineering, vol. 35, iss. 5, pp. 2467-2478, 2017.
    [Bibtex]
    @ARTICLE{Saberian20172467,
    author={Saberian, M. and Khabiri, M.M.},
    title={Experimental and Numerical Study of the Effects of Coal on Pavement Performance in Mine Haul Road},
    journal={Geotechnical and Geological Engineering},
    year={2017},
    volume={35},
    number={5},
    pages={2467-2478},
    doi={10.1007/s10706-017-0235-7},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85017473591&doi=10.1007%2fs10706-017-0235-7&partnerID=40&md5=bd10864b9dec22ae4eb839924cfda132},
    affiliation={School of Engineering, RMIT University, 376-392 Swanston Street, Melbourne, VIC, Australia; Department of Civil Engineering, Yazd University, Yazd, Iran},
    }
  • [DOI] S. Wu, S. Jiang, S. Tao, and X. Li, “Numerical simulation method for the seismic performance test of frame supported shear wall with cfrp bars in transfer beam,” Tumu jianzhu yu huanjing gongcheng/journal of civil, architectural and environmental engineering, vol. 39, iss. 5, pp. 16-22, 2017.
    [Bibtex]
    @ARTICLE{Wu201716,
    author={Wu, S. and Jiang, S. and Tao, S. and Li, X.},
    title={Numerical simulation method for the seismic performance test of frame supported shear wall with CFRP bars in transfer beam},
    journal={Tumu Jianzhu yu Huanjing Gongcheng/Journal of Civil, Architectural and Environmental Engineering},
    year={2017},
    volume={39},
    number={5},
    pages={16-22},
    doi={10.11835/j.issn.1674-4764.2017.05.003},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032821450&doi=10.11835%2fj.issn.1674-4764.2017.05.003&partnerID=40&md5=8486321c883e4ff56abafd09e4dfd8f2},
    affiliation={Dept. of Civil Engineering, Logistic Engineering University of PLA, Chongqing, 401311, China; Dept. of Training, Logistic Engineering University of PLA, Chongqing, 401311, China},
    }
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    [Bibtex]
    @ARTICLE{Pahlavan2017,
    author={Pahlavan, H. and Zakeri, B. and Ghodrati Amiri, G.},
    title={Probabilistic Performance Assessment of Retrofitted Horizontally Curved Multi-Frame RC Box-Girder Bridges},
    journal={Journal of Earthquake and Tsunami},
    year={2017},
    volume={11},
    number={4},
    doi={10.1142/S1793431117500105},
    art_number={1750010},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85007164308&doi=10.1142%2fS1793431117500105&partnerID=40&md5=cc6bff24a653a9d6c5b578caf7f88997},
    affiliation={Shahrood University of Technology, Shahrood, Iran; Department of Civil and Environmental Engineering, University of California, Irvine, United States; Center of Excellence for Fundamental Studies, Structural Engineering School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran},
    }
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    [Bibtex]
    @ARTICLE{Eslamlou2017138,
    author={Eslamlou, S.D. and Asgarian, B.},
    title={Determining critical areas of transmission towers due to sudden removal of members},
    journal={Case Studies in Engineering Failure Analysis},
    year={2017},
    volume={9},
    pages={138-147},
    doi={10.1016/j.csefa.2015.09.005},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85006751392&doi=10.1016%2fj.csefa.2015.09.005&partnerID=40&md5=9ddc88b7a1909529f69a3522973cceda},
    affiliation={Faculty of Civil Engineering, K. N. Toosi University of Technology, Tehran, Iran},
    }
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    [Bibtex]
    @ARTICLE{Shrestha2017552,
    author={Shrestha, L. and Bruneau, M.},
    title={Estimating number of simultaneously yielding stories in a shear building subjected to earthquake excitation},
    journal={Engineering Structures},
    year={2017},
    volume={148},
    pages={552-570},
    doi={10.1016/j.engstruct.2017.06.044},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030471541&doi=10.1016%2fj.engstruct.2017.06.044&partnerID=40&md5=944f1c306e576f8d2392f6ba2bdf9b7d},
    affiliation={Earthquake Engineering Research and Consultation Center, Kathmandu, Nepal; Dept. of Civil, Structural and Environmental Engineering, University at Buffalo, The State University of New York Buffalo, New York, United States; Formerly Graduate Research Assistant, Dept. of Civil, Structural and Environmental Engineering, University at Buffalo, Buffalo, NY 14260, United States},
    }
  • [DOI] M. Zhan, J. Wang, and J. Yan, “Simplified method of dynamic calculation model for a 3-span simply supported skewed girder bridge,” Zhendong yu chongji/journal of vibration and shock, vol. 36, iss. 17, pp. 231-237, 2017.
    [Bibtex]
    @ARTICLE{Zhan2017231,
    author={Zhan, M. and Wang, J. and Yan, J.},
    title={Simplified method of dynamic calculation model for a 3-span simply supported skewed girder bridge},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2017},
    volume={36},
    number={17},
    pages={231-237},
    doi={10.13465/j.cnki.jvs.2017.17.034},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85034259854&doi=10.13465%2fj.cnki.jvs.2017.17.034&partnerID=40&md5=e1405c846acf1c7cd52dd76648219f94},
    affiliation={School of Civil Engineering, Shijiazhuang Railway University, Shijiazhuang, 050043, China; MOE Key Lab of Roads and Railway Engineering Safety Control, Shijiazhuang Railway University, Shijiazhuang, 050043, China; Structural Health Monitoring and Control Institute, Shijiazhuang Railway University, Shijiazhuang, 050043, China},
    }
  • [DOI] X. Huang, Z. Zhou, Q. Xie, R. Xue, and D. Zhu, “Force distribution analysis of self-centering coupled-beams for moment-resisting-frames without floor elongation,” Engineering structures, vol. 147, pp. 328-344, 2017.
    [Bibtex]
    @ARTICLE{Huang2017328,
    author={Huang, X. and Zhou, Z. and Xie, Q. and Xue, R. and Zhu, D.},
    title={Force distribution analysis of self-centering coupled-beams for moment-resisting-frames without floor elongation},
    journal={Engineering Structures},
    year={2017},
    volume={147},
    pages={328-344},
    doi={10.1016/j.engstruct.2017.05.055},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020432232&doi=10.1016%2fj.engstruct.2017.05.055&partnerID=40&md5=f6350107adfc495be7370a03769bd0dc},
    affiliation={Southeast Univ., Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Nanjing, 210096, China},
    }
  • [DOI] J. -S. Jeon, E. Choi, and M. -H. Noh, “Fragility characteristics of skewed concrete bridges accounting for ground motion directionality,” Structural engineering and mechanics, vol. 63, iss. 5, pp. 647-657, 2017.
    [Bibtex]
    @ARTICLE{Jeon2017647,
    author={Jeon, J.-S. and Choi, E. and Noh, M.-H.},
    title={Fragility characteristics of skewed concrete bridges accounting for ground motion directionality},
    journal={Structural Engineering and Mechanics},
    year={2017},
    volume={63},
    number={5},
    pages={647-657},
    doi={10.12989/sem.2017.63.5.647},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032893810&doi=10.12989%2fsem.2017.63.5.647&partnerID=40&md5=44ff3d4441aee7ac18d760a151393220},
    affiliation={Department of Civil Engineering, Andong National University, 1375 Gyeongdong-ro, Andong-si, Gyeongsangbuk-do, 36729, South Korea; Department of Civil Engineering, Hongik University, 94 Wausan-ro, Mapo-gu, Seoul, 04066, South Korea; Structure Research Group, Steel Solution Marketing Division, POSCO, 100 Songdogwahak-ro, Yeonsu-gu, Incheon, 21985, South Korea},
    }
  • [DOI] M. Ezzeldin, L. Wiebe, and W. El-Dakhakhni, “System-level seismic risk assessment methodology: application to reinforced masonry buildings with boundary elements,” Journal of structural engineering (united states), vol. 143, iss. 9, 2017.
    [Bibtex]
    @ARTICLE{Ezzeldin2017,
    author={Ezzeldin, M. and Wiebe, L. and El-Dakhakhni, W.},
    title={System-Level Seismic Risk Assessment Methodology: Application to Reinforced Masonry Buildings with Boundary Elements},
    journal={Journal of Structural Engineering (United States)},
    year={2017},
    volume={143},
    number={9},
    doi={10.1061/(ASCE)ST.1943-541X.0001815},
    art_number={04017084},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021649862&doi=10.1061%2f%28ASCE%29ST.1943-541X.0001815&partnerID=40&md5=4e6614384eeebcee4acb581b43f15254},
    affiliation={Dept. of Civil Engineering, McMaster Univ., Hamilton, ON L8S 4L7, Canada},
    }
  • [DOI] N. -J. Du, G. -L. Bai, Y. -Z. Xu, and C. -G. Qin, “Experimental and numerical researches on the seismic behavior of tubular reinforced concrete columns of air-cooling structures,” International journal of concrete structures and materials, vol. 11, iss. 3, pp. 459-475, 2017.
    [Bibtex]
    @ARTICLE{Du2017459,
    author={Du, N.-J. and Bai, G.-L. and Xu, Y.-Z. and Qin, C.-G.},
    title={Experimental and Numerical Researches on the Seismic Behavior of Tubular Reinforced Concrete Columns of Air-Cooling Structures},
    journal={International Journal of Concrete Structures and Materials},
    year={2017},
    volume={11},
    number={3},
    pages={459-475},
    doi={10.1007/s40069-017-0207-6},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029925968&doi=10.1007%2fs40069-017-0207-6&partnerID=40&md5=22713e7e88a40d477622e15b9a191572},
    affiliation={School of Civil Engineering, Xi’an University of Architecture and Technology, No. 13, Yanta Road, Xi’an, Shaanxi 710055, China},
    }
  • [DOI] S. Li and J. Wang, “Analysis of influential factors on rotation responses of two-span simply supported skewed girder bridges under strong earthquake,” Beijing gongye daxue xuebao/journal of beijing university of technology, vol. 43, iss. 9, pp. 1373-1380, 2017.
    [Bibtex]
    @ARTICLE{Li20171373,
    author={Li, S. and Wang, J.},
    title={Analysis of Influential Factors on Rotation Responses of Two-span Simply Supported Skewed Girder Bridges Under Strong Earthquake},
    journal={Beijing Gongye Daxue Xuebao/Journal of Beijing University of Technology},
    year={2017},
    volume={43},
    number={9},
    pages={1373-1380},
    doi={10.11936/bjutxb2016110022},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85033383364&doi=10.11936%2fbjutxb2016110022&partnerID=40&md5=9e86050f2df764590a2bf0c45c858cf3},
    affiliation={Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China; School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, 050043, China},
    }
  • [DOI] M. Banazadeh, A. Ghanbari, and R. Ghanbari, “Seismic performance assessment of steel moment-resisting frames equipped with linear and nonlinear fluid viscous dampers with the same damping ratio,” Journal of constructional steel research, vol. 136, pp. 215-228, 2017.
    [Bibtex]
    @ARTICLE{Banazadeh2017215,
    author={Banazadeh, M. and Ghanbari, A. and Ghanbari, R.},
    title={Seismic performance assessment of steel moment-resisting frames equipped with linear and nonlinear fluid viscous dampers with the same damping ratio},
    journal={Journal of Constructional Steel Research},
    year={2017},
    volume={136},
    pages={215-228},
    doi={10.1016/j.jcsr.2017.05.022},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020258365&doi=10.1016%2fj.jcsr.2017.05.022&partnerID=40&md5=b990cf3c0daa11526e199eb35346cb6c},
    affiliation={Department of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, Iran; Department of Environmental Health Engineering, School of Public Health, Qazvin University of Medical Sciences, Qazvin, Iran},
    }
  • [DOI] H. Liu, Q. Yan, and X. Du, “Study of seismic performance of reinforced concrete frame beam-column joints connected with grouted sleeves,” Jianzhu jiegou xuebao/journal of building structures, vol. 38, iss. 9, pp. 54-61, 2017.
    [Bibtex]
    @ARTICLE{Liu201754,
    author={Liu, H. and Yan, Q. and Du, X.},
    title={Study of seismic performance of reinforced concrete frame beam-column joints connected with grouted sleeves},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    number={9},
    pages={54-61},
    doi={10.14006/j.jzjgxb.2017.09.007},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85034439731&doi=10.14006%2fj.jzjgxb.2017.09.007&partnerID=40&md5=e46fc30a00c2229baa1c18659409828f},
    affiliation={Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing, 100124, China},
    }
  • [DOI] L. Li, S. Hu, and L. Wang, “Seismic fragility assessment of a multi-span cable-stayed bridge with tall piers,” Bulletin of earthquake engineering, vol. 15, iss. 9, pp. 3727-3745, 2017.
    [Bibtex]
    @ARTICLE{Li20173727,
    author={Li, L. and Hu, S. and Wang, L.},
    title={Seismic fragility assessment of a multi-span cable-stayed bridge with tall piers},
    journal={Bulletin of Earthquake Engineering},
    year={2017},
    volume={15},
    number={9},
    pages={3727-3745},
    doi={10.1007/s10518-017-0106-x},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85013468570&doi=10.1007%2fs10518-017-0106-x&partnerID=40&md5=79653ec860783c470fc070ee2995a688},
    affiliation={College of Civil Engineering, Hunan University, Changsha, China; Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan University, Changsha, China},
    }
  • [DOI] T. Peng and Y. Wu, “Rts test study and numerical simulation of mechanical properties of hdr bearings,” Earthquake and structures, vol. 13, iss. 3, pp. 299-307, 2017.
    [Bibtex]
    @ARTICLE{Peng2017299,
    author={Peng, T. and Wu, Y.},
    title={RTS test study and numerical simulation of mechanical properties of HDR bearings},
    journal={Earthquake and Structures},
    year={2017},
    volume={13},
    number={3},
    pages={299-307},
    doi={10.12989/eas.2017.13.3.299},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85037535674&doi=10.12989%2feas.2017.13.3.299&partnerID=40&md5=f85f33e413e24247c8be02d954284b4f},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China; College of Civil Engineering, Tongji University, Shanghai, China},
    }
  • C. Ji and Y. Shen, “Study on the limit state of rectangular hollow pier based on the capacity spectrum method,” World information on earthquake engineering, vol. 33, iss. 3, pp. 121-127, 2017.
    [Bibtex]
    @ARTICLE{Ji2017121,
    author={Ji, C. and Shen, Y.},
    title={Study on the limit state of rectangular hollow pier based on the capacity spectrum method},
    journal={World Information on Earthquake Engineering},
    year={2017},
    volume={33},
    number={3},
    pages={121-127},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032291848&partnerID=40&md5=0842a689a419b21cd2e2e1e7acc55ad7},
    affiliation={Department of Civil Engineering, Hebei University of Engineering, Handan, 056038, China},
    }
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    [Bibtex]
    @ARTICLE{TahamouliRoudsari2017939,
    author={Tahamouli Roudsari, M. and Gordini, M. and Fazeli, H. and Kavehei, B.},
    title={Probability analysis of double layer barrel vaults considering the effect of initial curvature and length imperfections simultaneously},
    journal={International Journal of Steel Structures},
    year={2017},
    volume={17},
    number={3},
    pages={939-948},
    doi={10.1007/s13296-017-9006-9},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029663076&doi=10.1007%2fs13296-017-9006-9&partnerID=40&md5=8b9f9432184f128c01a67234e95be64c},
    affiliation={Department of Civil Engineering, Kermanshah Branch, Islamic Azad University, Kermanshah, Iran},
    }
  • [DOI] D. Chavan, G. Mondal, and A. Prashant, “Seismic analysis of nailed soil slope considering interface effects,” Soil dynamics and earthquake engineering, vol. 100, pp. 480-491, 2017.
    [Bibtex]
    @ARTICLE{Chavan2017480,
    author={Chavan, D. and Mondal, G. and Prashant, A.},
    title={Seismic analysis of nailed soil slope considering interface effects},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2017},
    volume={100},
    pages={480-491},
    doi={10.1016/j.soildyn.2017.06.024},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021832676&doi=10.1016%2fj.soildyn.2017.06.024&partnerID=40&md5=036fc43ab2afc75d6fd08c22fa0a5f3b},
    affiliation={Indian Institute of Technology Kanpur, India; Indian Institute of Technology Bhubaneswar, India; Indian Institute of Technology Gandhinagar, India},
    }
  • [DOI] Z. Pan, J. Liu, C. Wu, Z. Qiao, C. K. Y. Leung, and S. Meng, “Experimental study and finite element analysis of seismic behavior of reinforced ecc composite columns,” Jianzhu jiegou xuebao/journal of building structures, vol. 38, iss. 9, pp. 38-45, 2017.
    [Bibtex]
    @ARTICLE{Pan201738,
    author={Pan, Z. and Liu, J. and Wu, C. and Qiao, Z. and Leung, C.K.Y. and Meng, S.},
    title={Experimental study and finite element analysis of seismic behavior of reinforced ECC composite columns},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    number={9},
    pages={38-45},
    doi={10.14006/j.jzjgxb.2017.09.005},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85034416762&doi=10.14006%2fj.jzjgxb.2017.09.005&partnerID=40&md5=fddd25bf25d1900dc93d123be05a4012},
    affiliation={College of Civil Engineering, Tongji University, Shanghai, 200092, China; State Grid Jiangsu Electric Power Company, Nanjing, 210029, China; School of Civil Engineering, Southeast University, Nanjing, 210096, China; Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Hong Kong, 999077, Hong Kong},
    }
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    [Bibtex]
    @ARTICLE{Vatansever2017186,
    author={Vatansever, C. and Seçkin, E. and Yazıcı, G.},
    title={Snow induced collapse of hail protection canopies},
    journal={Engineering Failure Analysis},
    year={2017},
    volume={79},
    pages={186-197},
    doi={10.1016/j.engfailanal.2017.04.032},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018395555&doi=10.1016%2fj.engfailanal.2017.04.032&partnerID=40&md5=753031b4018a624091b0d3f6df5b4b31},
    affiliation={Department of Civil Engineering, Faculty of Civil Engineering, Istanbul Technical University, Istanbul, Turkey; Department of Civil Engineering, Faculty of Civil Engineering, Istanbul Kultur University, Istanbul, Turkey},
    }
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    [Bibtex]
    @ARTICLE{Jeong2017345,
    author={Jeong, S. and Bradley, B.A.},
    title={Amplification of strong ground motions at Heathcote Valley during the 2010–2011 Canterbury earthquakes: Observation and 1D site response analysis},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2017},
    volume={100},
    pages={345-356},
    doi={10.1016/j.soildyn.2017.06.004},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021107628&doi=10.1016%2fj.soildyn.2017.06.004&partnerID=40&md5=44b13bc0c3ba6ee80c67a6db1e0a071c},
    affiliation={QuakeCoRE, University of Canterbury, Private Bag 4800, Christchurch, 8140, New Zealand; Department of Civil and Natural Resources Engineering, University of Canterbury, Private Bag 4800, Christchurch, 8140, New Zealand; UPS Visiting Professor, Stanford University, Stanford, CA, United States},
    }
  • [DOI] H. Arabzadeh and K. Galal, “Seismic collapse risk assessment and frp retrofitting of rc coupled c-shaped core walls using the fema p695 methodology,” Journal of structural engineering (united states), vol. 143, iss. 9, 2017.
    [Bibtex]
    @ARTICLE{Arabzadeh2017,
    author={Arabzadeh, H. and Galal, K.},
    title={Seismic Collapse Risk Assessment and FRP Retrofitting of RC Coupled C-Shaped Core Walls Using the FEMA P695 Methodology},
    journal={Journal of Structural Engineering (United States)},
    year={2017},
    volume={143},
    number={9},
    doi={10.1061/(ASCE)ST.1943-541X.0001820},
    art_number={04017096},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019698061&doi=10.1061%2f%28ASCE%29ST.1943-541X.0001820&partnerID=40&md5=b171868a3a07519a6c0f46ab66579dd1},
    affiliation={Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montréal, QC H3G 1M8, Canada},
    }
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    [Bibtex]
    @ARTICLE{Vaez20171,
    author={Vaez, S.R.H. and Sarvdalir, S.},
    title={Reliability-based optimization of one-bay 2-D steel frame},
    journal={KSCE Journal of Civil Engineering},
    year={2017},
    pages={1-8},
    doi={10.1007/s12205-017-1881-2},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028310991&doi=10.1007%2fs12205-017-1881-2&partnerID=40&md5=01346c1355298b800cd8980e128ad677},
    affiliation={Dept. of Civil Engineering, Faculty of Engineering, University of Qom, Qom, 3716146611, Iran},
    }
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    [Bibtex]
    @ARTICLE{Mirjalili2017,
    author={Mirjalili, M.R. and Rofooei, F.R.},
    title={The modified dynamic-based pushover analysis of steel moment resisting frames},
    journal={Structural Design of Tall and Special Buildings},
    year={2017},
    volume={26},
    number={12},
    doi={10.1002/tal.1378},
    art_number={e1378},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018367654&doi=10.1002%2ftal.1378&partnerID=40&md5=a6283fd20daeec371d11c07171f789ff},
    affiliation={Civil Engineering Department, Sharif University of Technology, Tehran, Iran},
    }
  • [DOI] G. Campione, L. Cavaleri, F. Di Trapani, and M. F. Ferrotto, “Frictional effects in structural behavior of no-end-connected steel-jacketed rc columns: experimental results and new approaches to model numerical and analytical response,” Journal of structural engineering (united states), vol. 143, iss. 8, 2017.
    [Bibtex]
    @ARTICLE{Campione2017,
    author={Campione, G. and Cavaleri, L. and Di Trapani, F. and Ferrotto, M.F.},
    title={Frictional effects in structural behavior of no-end-connected steel-jacketed RC columns: Experimental results and new approaches to model numerical and analytical response},
    journal={Journal of Structural Engineering (United States)},
    year={2017},
    volume={143},
    number={8},
    doi={10.1061/(ASCE)ST.1943-541X.0001796},
    art_number={04017070},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018972031&doi=10.1061%2f%28ASCE%29ST.1943-541X.0001796&partnerID=40&md5=4fc9d1c058b5a57ca3c3ff7705ca20bc},
    affiliation={Dipartimento di Ingegneria Civile, Ambientale, Aerospaziale, Dei Materiali, Università di Palermo, Viale delle Scienze, Palermo, 90128, Italy},
    }
  • [DOI] Á. Zsarnóczay and L. G. Vigh, “Eurocode conforming design of brbf – part ii: design procedure evaluation,” Journal of constructional steel research, vol. 135, pp. 253-264, 2017.
    [Bibtex]
    @ARTICLE{Zsarnoczay2017253,
    author={Zsarnóczay, Á. and Vigh, L.G.},
    title={Eurocode conforming design of BRBF – Part II: Design procedure evaluation},
    journal={Journal of Constructional Steel Research},
    year={2017},
    volume={135},
    pages={253-264},
    doi={10.1016/j.jcsr.2017.04.013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018730870&doi=10.1016%2fj.jcsr.2017.04.013&partnerID=40&md5=513a5b0d53c7ea08ffa71e947e4e121d},
    affiliation={Budapest University of Technology and Economics, Department of Structural Engineering, Műegyetem rkp. 3, Budapest, H-1111, Hungary},
    }
  • [DOI] Z. Chen, Z. Liu, K. Sun, and B. Wu, “Measurement error analysis and experimental verification of hybrid simulation testing method for reduced scale model,” Jianzhu jiegou xuebao/journal of building structures, vol. 38, iss. 8, pp. 167-174, 2017.
    [Bibtex]
    @ARTICLE{Chen2017167,
    author={Chen, Z. and Liu, Z. and Sun, K. and Wu, B.},
    title={Measurement error analysis and experimental verification of hybrid simulation testing method for reduced scale model},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    number={8},
    pages={167-174},
    doi={10.14006/j.jzjgxb.2017.08.018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85031822818&doi=10.14006%2fj.jzjgxb.2017.08.018&partnerID=40&md5=19d096e60a2de076befe3b923ab2a4d1},
    affiliation={Department of Civil Engineering, Harbin Institute of Technology at Weihai, Weihai, 264209, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China},
    }
  • [DOI] J. Li, D. Feng, X. Ren, and Z. Wan, “Calibration and application of concrete stochastic damage model,” Tongji daxue xuebao/journal of tongji university, vol. 45, iss. 8, pp. 1099-1107, 2017.
    [Bibtex]
    @ARTICLE{Li20171099,
    author={Li, J. and Feng, D. and Ren, X. and Wan, Z.},
    title={Calibration and Application of Concrete Stochastic Damage Model},
    journal={Tongji Daxue Xuebao/Journal of Tongji University},
    year={2017},
    volume={45},
    number={8},
    pages={1099-1107},
    doi={10.11908/j.issn.0253-374x.2017.08.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032829827&doi=10.11908%2fj.issn.0253-374x.2017.08.001&partnerID=40&md5=36b8f7503bba6c04d74d98a2fbf4281d},
    affiliation={College of Civil Engineering, Tongji University, Shanghai, 200092, China; College of Civil Engineering, Southeast University, Nanjing, 210096, China},
    }
  • [DOI] N. Stathas, S. Skafida, S. N. Bousias, M. N. Fardis, S. Digenis, and X. Palios, “Hybrid simulation of bridge pier uplifting,” Bulletin of earthquake engineering, vol. 15, iss. 8, pp. 3385-3398, 2017.
    [Bibtex]
    @ARTICLE{Stathas20173385,
    author={Stathas, N. and Skafida, S. and Bousias, S.N. and Fardis, M.N. and Digenis, S. and Palios, X.},
    title={Hybrid simulation of bridge pier uplifting},
    journal={Bulletin of Earthquake Engineering},
    year={2017},
    volume={15},
    number={8},
    pages={3385-3398},
    doi={10.1007/s10518-015-9822-2},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84944626177&doi=10.1007%2fs10518-015-9822-2&partnerID=40&md5=044721298f3e151e207533ca9c9a8b5b},
    affiliation={Structures Lab, Civil Engineering Department, University of Patras, Patras, Greece},
    }
  • [DOI] Z. Chen, W. Kong, H. Wang, and K. Wang, “Substructure testing system based on mixed programming of matlab and opensees,” Tongji daxue xuebao/journal of tongji university, vol. 45, iss. 7, p. 954-961 and 977, 2017.
    [Bibtex]
    @ARTICLE{Chen2017,
    author={Chen, Z. and Kong, W. and Wang, H. and Wang, K.},
    title={Substructure Testing System Based on Mixed Programming of Matlab and OpenSEES},
    journal={Tongji Daxue Xuebao/Journal of Tongji University},
    year={2017},
    volume={45},
    number={7},
    pages={954-961 and 977},
    doi={10.11908/j.issn.0253-374x.2017.07.003},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032369839&doi=10.11908%2fj.issn.0253-374x.2017.07.003&partnerID=40&md5=8074573ca898a4e98aee54ce9ef8f7cf},
    affiliation={Department of Civil Engineering, Harbin Institute of Technology at Weihai, Weihai, 264200, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China; College of Civil Science and Engineering, Yangzhou University, Yangzhou, 225127, China},
    }
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    [Bibtex]
    @ARTICLE{Mo2017,
    author={Mo, R. and Kang, H. and Li, M. and Zhao, X.},
    title={Seismic fragility analysis of monopile offshore wind turbines under different operational conditions},
    journal={Energies},
    year={2017},
    volume={10},
    number={7},
    doi={10.3390/en10071037},
    art_number={1037},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044327803&doi=10.3390%2fen10071037&partnerID=40&md5=d7d47431f6ed54666f1e0945de228ab6},
    affiliation={State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, 116024, China; Engineering, Faculty of Business, Justice and Behavioural Sciences, Charles Sturt University, Panorama Avenue, Bathurst, NSW 2795, Australia},
    }
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    [Bibtex]
    @ARTICLE{Liang2017487,
    author={Liang, F. and Chen, H. and Huang, M.},
    title={Accuracy of three-dimensional seismic ground response analysis in time domain using nonlinear numerical simulations},
    journal={Earthquake Engineering and Engineering Vibration},
    year={2017},
    volume={16},
    number={3},
    pages={487-498},
    doi={10.1007/s11803-017-0401-1},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021887856&doi=10.1007%2fs11803-017-0401-1&partnerID=40&md5=92e0d6333a41b6542b17e8711bbeed90},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, International Joint Research Laboratory of Earthquake Engineering, Tongji University, Shanghai, 200092, China},
    }
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    [Bibtex]
    @ARTICLE{Mohyeddin2017666,
    author={Mohyeddin, A. and Dorji, S. and Gad, E.F. and Goldsworthy, H.M.},
    title={Inherent limitations and alternative to conventional equivalent strut models for masonry infill-frames},
    journal={Engineering Structures},
    year={2017},
    volume={141},
    pages={666-675},
    doi={10.1016/j.engstruct.2017.03.061},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85017154708&doi=10.1016%2fj.engstruct.2017.03.061&partnerID=40&md5=6762e630b5d9c1bf4058fef7bb0af67f},
    affiliation={School of Engineering, Edith Cowan University, Joondalup, WA 6027, Australia; School of Engineering, Swinburne University of Technology, HawthornVIC 3122, Australia; Dept. of Infrastructure Engineering, The University of Melbourne, ParkvilleVIC 3010, Australia},
    }
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    @ARTICLE{Wang2017624,
    author={Wang, S. and Lai, J.-W. and Schoettler, M.J. and Mahin, S.A.},
    title={Seismic assessment of existing tall buildings: A case study of a 35-story steel building with pre-Northridge connection},
    journal={Engineering Structures},
    year={2017},
    volume={141},
    pages={624-633},
    doi={10.1016/j.engstruct.2017.03.047},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85016585172&doi=10.1016%2fj.engstruct.2017.03.047&partnerID=40&md5=82e0ae73283eafc6b7cf4d0b384e56d6},
    affiliation={Department of Civil and Environmental Engineering, University of California, BerkeleyCA 94720, United States; Pacific Earthquake Engineering Research Center, University of California, Berkeley, 1301 S. 46th street, Richmond, CA 94804, United States; Degenkolb Engineers, 1300 Clay Street, Suite 900, Oakland, CA 94612, United States},
    }
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    [Bibtex]
    @ARTICLE{Wang2017,
    author={Wang, Y. and Gao, G.-Y. and Gu, X.-Q. and Song, J.},
    title={A numerical study of the influence of permeability coefficient on the liquefaction-induced settlement of sands},
    journal={Yantu Lixue/Rock and Soil Mechanics},
    year={2017},
    volume={38},
    number={6},
    pages={1813-1818 and 1826},
    doi={10.16285/j.rsm.2017.06.032},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032872214&doi=10.16285%2fj.rsm.2017.06.032&partnerID=40&md5=216c9c82443eeff40d3e9039cd374da0},
    affiliation={Department of Geotechnical Engineering, Tongji University, Shanghai, 200092, China; Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai, 200092, China; Geotechnical Institute for College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu 210098, China},
    }
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    [Bibtex]
    @ARTICLE{Zhu2017263,
    author={Zhu, S. and Zhang, P.-Z. and Gu, Q. and Ou, J.-P.},
    title={Numerical analysis of bond-slip behavior in RC beams based on OpenSees},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    pages={263-268},
    doi={10.6052/j.issn.1000-4750.2016.04.S052},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85024829605&doi=10.6052%2fj.issn.1000-4750.2016.04.S052&partnerID=40&md5=c92c110df3cff0e7679e779b1958548e},
    affiliation={Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China; School of Architecture and Civil Engineering, Xiamen University, Xiamen, Fujian 361005, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang 150090, China},
    }
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    @ARTICLE{Zhang201799,
    author={Zhang, L.-X. and Long, X.-H. and Fan, J. and Chen, B.-L.},
    title={Seismic performance analysis of isolated continuous girder bridge considering pounding},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    pages={99-104},
    doi={10.6052/j.issn.1000-4750.2016.03.S013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85024923186&doi=10.6052%2fj.issn.1000-4750.2016.03.S013&partnerID=40&md5=884aec71f4ab7a732733e24e668acfe3},
    affiliation={School of Civil Engineering and Mechanic, Huazhong University of Science and Technology, Wuhan, Hubei 430074, China; Hubei Key Laboratory of Control Structure, Huazhong University of Science and Technology, Wuhan, Hubei 430074, China},
    }
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    @ARTICLE{Junlong2017100,
    author={Junlong, L. and Jinghui, D. and Jinlong, L.},
    title={Influence of soil-pile-superstructure interaction on vibration control of cable-stayed bridge},
    journal={Journal of Natural Disasters},
    year={2017},
    volume={26},
    number={3},
    pages={100-105},
    doi={10.13577/j.jnd.2017.0312},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85033213348&doi=10.13577%2fj.jnd.2017.0312&partnerID=40&md5=adbbee0b5d81553015cf42121941f9da},
    affiliation={Heilongjiang Construction Engineering Group Co. Ltd, Harbin, 150046, China; School of Energy and Civil Engineering, Harbin University of Commerce, Harbin, 150028, China; Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, 150080, China},
    }
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    @ARTICLE{Yang2017185,
    author={Yang, Z.-J. and Li, G.-C. and Wang, Q.},
    title={Nonlinear bending behavior of prestressed high strength concrete pile under axial and lateral loading},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    pages={185-191},
    doi={10.6052/j.issn.1000-4750.2016.04.S035},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85024857410&doi=10.6052%2fj.issn.1000-4750.2016.04.S035&partnerID=40&md5=c336369d270248b6f68761ef02f596c0},
    affiliation={School of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, China; China Construction Third Engineering Bureau Co., Ltd., Shenyang, 110000, China},
    }
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    @ARTICLE{Bosco2017241,
    author={Bosco, M. and Tirca, L.},
    title={Numerical simulation of steel I-shaped beams using a fiber-based damage accumulation model},
    journal={Journal of Constructional Steel Research},
    year={2017},
    volume={133},
    pages={241-255},
    doi={10.1016/j.jcsr.2017.02.020},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85013819306&doi=10.1016%2fj.jcsr.2017.02.020&partnerID=40&md5=0f58c0fb051999737522f11bc850e280},
    affiliation={Department of Building, Civil and Environmental Engineering, Concordia University Montreal, 1455 De Maisonneuve Blvd. West, Montreal, H3G1M8, Canada},
    }
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    @ARTICLE{Zhang201738,
    author={Zhang, P.-Z. and Sun, B.-Y. and Gu, Q. and Ou, J.-P.},
    title={Refined aseismic analysis of low-ductility RC frame building based on numerical substructure method},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    pages={38-48},
    doi={10.6052/j.issn.1000-4750.2016.04.S018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85024842551&doi=10.6052%2fj.issn.1000-4750.2016.04.S018&partnerID=40&md5=291f8046f5d7268d71ceba4079e320f2},
    affiliation={Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China; School of Architecture and Civil Engineering, Xiamen University, Xiamen, Fujian 361005, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang 150090, China},
    }
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    @ARTICLE{Lu2017109,
    author={Lu, J.-Z. and Zhang, Y.-T. and Guo, Z.-M. and Wang, X.-W.},
    title={Seismic fragility analysis of multi-storey pc frame structures using incremental dynamic analysis},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    number={6},
    pages={109-119},
    doi={10.6052/j.issn.1000-4750.2015.12.0996},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85024907000&doi=10.6052%2fj.issn.1000-4750.2015.12.0996&partnerID=40&md5=92cbd8b6bdb330324c20596f32217d53},
    affiliation={Huazhong University of Science and Technology, School of Civil Engineering and Mechanics, Wuhan, Hubei 430074, China},
    }
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    @ARTICLE{Mohammadi2017515,
    author={Mohammadi, R.K. and Nasri, A. and Ghaffary, A.},
    title={TADAS dampers in very large deformations},
    journal={International Journal of Steel Structures},
    year={2017},
    volume={17},
    number={2},
    pages={515-524},
    doi={10.1007/s13296-017-6011-y},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021256630&doi=10.1007%2fs13296-017-6011-y&partnerID=40&md5=309464c0732aa4dfb5b50376545e1d9c},
    affiliation={Civil Engineering Department, K.N.Toosi University of Technology, Tehran, Iran},
    }
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    @ARTICLE{Zhang2017190,
    author={Zhang, J.-H. and Guan, Z.-G. and Chen, Y. and Wang, W. and Wang, P.-F.},
    title={Seismic response analysis of regular continuous girder bridges with upliftable pile foundation},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    number={6},
    pages={190-197},
    doi={10.6052/j.issn.1000-4750.2016.07.0526},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85024851485&doi=10.6052%2fj.issn.1000-4750.2016.07.0526&partnerID=40&md5=fcb7f3a7834230accd72426facaccb39},
    affiliation={School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai, 200093, China; State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
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    @ARTICLE{Shin201748,
    author={Shin, M. and Kim, B.},
    title={Effects of frequency contents of aftershock ground motions on reinforced concrete (RC) bridge columns},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2017},
    volume={97},
    pages={48-59},
    doi={10.1016/j.soildyn.2017.02.012},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85014733746&doi=10.1016%2fj.soildyn.2017.02.012&partnerID=40&md5=beeaf880e062e8eae6489fd72df44905},
    affiliation={Department of Civil and Environmental Engineering, Western New England University, 1215 Wilbraham Rd., Springfield, MA 01119, United States; School of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology, 50 UNIST-gil, Eonyang-eup, Ulju-gun, Ulsan 44919, South Korea},
    }
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    @ARTICLE{Li2017197,
    author={Li, Y.-J. and Lü, D.-G. and Wang, Z.-Y.},
    title={The overstrength factor of RC frames with infilled walls based on adaptive POA and IDA},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    pages={197-201},
    doi={10.6052/j.issn.1000-4750.2016.03.S038},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85024919544&doi=10.6052%2fj.issn.1000-4750.2016.03.S038&partnerID=40&md5=72b0d20db81c732ad3011adb525e755f},
    affiliation={School of Civil Engineering and Architecture, University of Jinan, Ji'nan, 250022, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China},
    }
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    @ARTICLE{Feng2017,
    author={Feng, Y. and Wu, J. and Wang, C. and Meng, S.},
    title={Evaluating the Effect of Buckling-Restrained Brace Model on Seismic Structural Responses},
    journal={Journal of Earthquake and Tsunami},
    year={2017},
    volume={11},
    number={2},
    doi={10.1142/S1793431117500026},
    art_number={1750002},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84973659192&doi=10.1142%2fS1793431117500026&partnerID=40&md5=6cacbba85f552b42bea7f52b5e28cce3},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete, Structures of the Ministry of Education, Southeast University, Sipailou 2#, Nanjing, 210096, China},
    }
  • L. Li, H. Wang, W. Wu, and S. Hu, “Influence of abutment-soil-structure interaction on seismic performance of reinforced concrete continuous girder bridge,” World information on earthquake engineering, vol. 33, iss. 2, pp. 71-79, 2017.
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    @ARTICLE{Li201771,
    author={Li, L. and Wang, H. and Wu, W. and Hu, S.},
    title={Influence of abutment-soil-structure interaction on seismic performance of reinforced concrete continuous girder bridge},
    journal={World Information on Earthquake Engineering},
    year={2017},
    volume={33},
    number={2},
    pages={71-79},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85026647315&partnerID=40&md5=90a3cb176780abaa50eb6766f9f1c4d8},
    affiliation={College of Civil Engineering, Hunan University, Changsha, 410082, China},
    }
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    @ARTICLE{AttariDezfuli2017485,
    author={Attari Dezfuli, M. and Dolatshahi, K.M. and Mofid, M. and Sadeghi Eshkevari, S.},
    title={Coreless self-centering braces as retrofitting devices in steel structures},
    journal={Journal of Constructional Steel Research},
    year={2017},
    volume={133},
    pages={485-498},
    doi={10.1016/j.jcsr.2017.02.017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85015053592&doi=10.1016%2fj.jcsr.2017.02.017&partnerID=40&md5=ce52426887a7ad7a9d4636c3a58045be},
    affiliation={Department of Civil Engineering, Sharif University of Technology, Iran},
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    @CONFERENCE{Alhamaydeh2017,
    author={Alhamaydeh, M. and Elayyan, L.},
    title={Impact of diverse seismic hazard estimates on design and performance of Steel Plate Shear Walls buildings in Dubai, UAE},
    journal={2017 7th International Conference on Modeling, Simulation, and Applied Optimization, ICMSAO 2017},
    year={2017},
    doi={10.1109/ICMSAO.2017.7934869},
    art_number={7934869},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021433541&doi=10.1109%2fICMSAO.2017.7934869&partnerID=40&md5=bfc679407e6fd10174312e4879d258d1},
    affiliation={Department of Civil Engineering, American University of Sharjah, Sharjah, United Arab Emirates},
    }
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    @ARTICLE{Li2017604,
    author={Li, J.-Z. and Tang, H. and Guan, Z.-G.},
    title={Shake Table Test and Numerical Analysis of a Bridge Model Supported on Elastomeric Pad Bearings},
    journal={Journal of Earthquake Engineering},
    year={2017},
    volume={21},
    number={4},
    pages={604-634},
    doi={10.1080/13632469.2016.1174751},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84976548704&doi=10.1080%2f13632469.2016.1174751&partnerID=40&md5=5416c6a28b7202db8718caf78e2fc7c7},
    affiliation={State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China; Shanghai Municipal Engineering Design Institute, Shanghai, China},
    }
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    @ARTICLE{Ren2017125,
    author={Ren, L. and Fang, Z. and Wang, K. and Yang, W.},
    title={Study on Plastic Hinge Length of RPC Box Pier Column},
    journal={Tiedao Xuebao/Journal of the China Railway Society},
    year={2017},
    volume={39},
    number={5},
    pages={125-132},
    doi={10.3969/j.issn.1001-8360.2017.05.019},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85022017438&doi=10.3969%2fj.issn.1001-8360.2017.05.019&partnerID=40&md5=f0c1c456f799d05c9666e49ecf0426b7},
    affiliation={College of Civil Engineering and Construction, East China Jiaotong University, Nanchang, 330013, China; College of Civil Engineering, Hunan University, Changsha, 410082, China; Shanggao Management Center, Jiangxi Expressway Investment Group Co., Ltd., Yichun, 443000, China},
    }
  • [DOI] F. Ranjbaran and A. R. Kiyani, “Seismic vulnerability assessment of confined masonry buildings based on esdof,” Earthquake and structures, vol. 12, iss. 5, pp. 489-499, 2017.
    [Bibtex]
    @ARTICLE{Ranjbaran2017489,
    author={Ranjbaran, F. and Kiyani, A.R.},
    title={Seismic vulnerability assessment of confined masonry buildings based on ESDOF},
    journal={Earthquake and Structures},
    year={2017},
    volume={12},
    number={5},
    pages={489-499},
    doi={10.12989/eas.2017.12.5.489},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020171619&doi=10.12989%2feas.2017.12.5.489&partnerID=40&md5=5a47c3afdd150f19e3b917b273ef2a68},
    affiliation={Civil Engineering Department, Islamshahr Branch of the Islamic Azad University (IAU), Islamshahr, Tehran, Iran},
    }
  • [DOI] Y. -S. Yang, W. Wang, and J. -Z. Lin, “Direct-iterative hybrid solution in nonlinear dynamic structural analysis,” Computer-aided civil and infrastructure engineering, vol. 32, iss. 5, pp. 397-411, 2017.
    [Bibtex]
    @ARTICLE{Yang2017397,
    author={Yang, Y.-S. and Wang, W. and Lin, J.-Z.},
    title={Direct-Iterative Hybrid Solution in Nonlinear Dynamic Structural Analysis},
    journal={Computer-Aided Civil and Infrastructure Engineering},
    year={2017},
    volume={32},
    number={5},
    pages={397-411},
    doi={10.1111/mice.12259},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85016464924&doi=10.1111%2fmice.12259&partnerID=40&md5=67bba0e4fbdee968abe99ca449537a28},
    affiliation={Department of Civil Engineering, National Taipei University of Technology, Taipei, Taiwan; Institute of Applied Mathematical Sciences and Department of Mathematics, National Taiwan University, Taipei, Taiwan; Department of Civil Engineering, National Taipei University of Technology, Taipei, Taiwan},
    }
  • [DOI] W. Zhao, H. Yang, J. Fu, and B. Li, “Calibration of beam-column joint element model and comparison of loading methods of beam-column subassemblages,” Jianzhu jiegou xuebao/journal of building structures, vol. 38, iss. 5, pp. 133-142, 2017.
    [Bibtex]
    @ARTICLE{Zhao2017133,
    author={Zhao, W. and Yang, H. and Fu, J. and Li, B.},
    title={Calibration of beam-column joint element model and comparison of loading methods of beam-column subassemblages},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    number={5},
    pages={133-142},
    doi={10.14006/j.jzjgxb.2017.05.017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85025091306&doi=10.14006%2fj.jzjgxb.2017.05.017&partnerID=40&md5=8e4e025b2b8bf2596c402e4a6509f346},
    affiliation={College of Civil Engineering, Chongqing University, Chongqing, 400045, China; Key Laboratory of New Technology for Construction of Cities in Mountain Area(Chongqing University), Ministry of Education, Chongqing, 400030, China; Shenzhen Capol International Engineering Design Associates Co., Ltd, Shenzhen, 518038, China},
    }
  • J. -S. Du, J. -X. Feng, X. -L. Bian, P. -L. Wu, Q. Xu, and J. -Y. Song, “Research on plastic hinge length of externally prestressed concrete box girders with corrugated steel webs,” Zhongguo gonglu xuebao/china journal of highway and transport, vol. 30, iss. 5, pp. 67-73, 2017.
    [Bibtex]
    @ARTICLE{Du201767,
    author={Du, J.-S. and Feng, J.-X. and Bian, X.-L. and Wu, P.-L. and Xu, Q. and Song, J.-Y.},
    title={Research on Plastic Hinge Length of Externally Prestressed Concrete Box Girders with Corrugated Steel Webs},
    journal={Zhongguo Gonglu Xuebao/China Journal of Highway and Transport},
    year={2017},
    volume={30},
    number={5},
    pages={67-73},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028894044&partnerID=40&md5=4c6377cbd8a215baff44f5be00d63cfa},
    affiliation={School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China; School of Civil Engineering, Vilnius Gediminas Technical University, Vilnius, LT-10223, Lithuania; Research Institute of Highway Ministry of Transport, Beijing, 100088, China},
    }
  • [DOI] J. Guo, J. Zhong, W. Yuan, and B. Xu, “Seismic fragility analysis of a continuous bridge considering the performance of abutments,” Harbin gongcheng daxue xuebao/journal of harbin engineering university, vol. 38, iss. 4, pp. 532-537, 2017.
    [Bibtex]
    @ARTICLE{Guo2017532,
    author={Guo, J. and Zhong, J. and Yuan, W. and Xu, B.},
    title={Seismic fragility analysis of a continuous bridge considering the performance of abutments},
    journal={Harbin Gongcheng Daxue Xuebao/Journal of Harbin Engineering University},
    year={2017},
    volume={38},
    number={4},
    pages={532-537},
    doi={10.11990/jheu.201603069},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021287279&doi=10.11990%2fjheu.201603069&partnerID=40&md5=3fb2965b014836adf7ebfa3d019dd233},
    affiliation={State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China; Nanjing Tongjie Bridge Engineering Technology Co., LTD, Nanjing, 211200, China; Communications Design Research Institute Co., Ltd. of Jiangxi Province, Nanchang, 330002, China},
    }
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    @ARTICLE{Murray2017733,
    author={Murray, J.A. and Sasani, M.},
    title={Seismic hybrid simulation of a nonductile RC building with severe damage to multiple columns},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2017},
    volume={46},
    number={5},
    pages={733-752},
    doi={10.1002/eqe.2828},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84998812256&doi=10.1002%2feqe.2828&partnerID=40&md5=d0ff469e24903dd0bf5fb089aab2b0b7},
    affiliation={Department of Civil and Environmental Engineering, Northeastern University, Boston, MA, United States},
    }
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    [Bibtex]
    @CONFERENCE{Wu2017,
    author={Wu, J. and Zhang, J. and Yin, W. and Jin, R.},
    title={Numerical simulation of the low-cyclic loading of new-type assembled integral beam-column joints},
    journal={IOP Conference Series: Earth and Environmental Science},
    year={2017},
    volume={61},
    number={1},
    doi={10.1088/1755-1315/61/1/012131},
    art_number={012131},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019713243&doi=10.1088%2f1755-1315%2f61%2f1%2f012131&partnerID=40&md5=2b4f4727081e52e6e749c3ec95cc8be6},
    affiliation={School of Civil Engineering, Southeast University, Nanjing, 210096, China; School of Civil and Ocean Engineering, Huaihai Institute of Technology, Lianyungang, 222005, China; MCC17 Group Co. Ltd., Maanshan, 243000, China},
    }
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    [Bibtex]
    @CONFERENCE{Su2017,
    author={Su, J. and Hu, Q. and Liu, J.},
    title={Nonlinear finite element analysis of PVA fiber reinforced high strength concrete columns under low cyclic loading},
    journal={IOP Conference Series: Earth and Environmental Science},
    year={2017},
    volume={61},
    number={1},
    doi={10.1088/1755-1315/61/1/012096},
    art_number={012096},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019707795&doi=10.1088%2f1755-1315%2f61%2f1%2f012096&partnerID=40&md5=270d36aae432d56f3f711e692aa92f92},
    affiliation={School of Civil Engineering and Environment, Hubei University of Technology, Wuhan, 430068, China},
    }
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    @ARTICLE{Ji2017517,
    author={Ji, X. and Liu, D. and Sun, Y. and Molina Hutt, C.},
    title={Seismic performance assessment of a hybrid coupled wall system with replaceable steel coupling beams versus traditional RC coupling beams},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2017},
    volume={46},
    number={4},
    pages={517-535},
    doi={10.1002/eqe.2801},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84984684825&doi=10.1002%2feqe.2801&partnerID=40&md5=a397ae483468589e4fcf92ac8557930a},
    affiliation={Department of Civil Engineering, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua University, Beijing, 100084, China; China Architecture Design and Research Group, Beijing, 100044, China; Civil, Environmental and Geomatic Engineering, University College London (UCL), London, WC1E6BT, United Kingdom},
    }
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    @ARTICLE{Luo2017,
    author={Luo, H. and Du, K. and Sun, J.-J. and Ding, B.-R.},
    title={Nonlinear analysis model and numerical simulation of coupled wall systems},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    number={4},
    pages={140-149 and 159},
    doi={10.6052/j.issn.1000-4750.2015.10.0843},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020166160&doi=10.6052%2fj.issn.1000-4750.2015.10.0843&partnerID=40&md5=9428dd8e1662e7f571bbd6e43c8fc8c9},
    affiliation={Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, Heilongjiang 150080, China},
    }
  • S. Zheng, L. Zhu, L. Niu, J. Zheng, and M. Cheng, “Experiment and restoring force model research on seismic behavior of brick walls affected by acid rain corrosion,” Tumu gongcheng xuebao/china civil engineering journal, vol. 50, iss. 4, pp. 21-31, 2017.
    [Bibtex]
    @ARTICLE{Zheng201721,
    author={Zheng, S. and Zhu, L. and Niu, L. and Zheng, J. and Cheng, M.},
    title={Experiment and restoring force model research on seismic behavior of brick walls affected by acid rain corrosion},
    journal={Tumu Gongcheng Xuebao/China Civil Engineering Journal},
    year={2017},
    volume={50},
    number={4},
    pages={21-31},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028730325&partnerID=40&md5=538f50f78ee59292729ef4d71ad1cd37},
    affiliation={Xi'an University of Architecture and Technology, Xi'an, 710055, China},
    }
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    @ARTICLE{Liang2017481,
    author={Liang, F. and Chen, H. and Huang, M.},
    title={Nonlinear Three-Dimensional Seismic Ground Response Analysis in Bidirectional Horizontal Earthquake},
    journal={Tongji Daxue Xuebao/Journal of Tongji University},
    year={2017},
    volume={45},
    number={4},
    pages={481-487},
    doi={10.11908/j.issn.0253-374x.2017.04.004},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020933771&doi=10.11908%2fj.issn.0253-374x.2017.04.004&partnerID=40&md5=848ddcca2c2988db703ea181302ebf66},
    affiliation={Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Shanghai, 200092, China; College of Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
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    [Bibtex]
    @ARTICLE{Cai201735,
    author={Cai, X. and Jia, H. and Gong, M. and Tian, S.},
    title={Seismic hybrid simulation of steel reinforced concrete frame with specially-shaped columns based on single column substructure model},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    number={4},
    pages={35-44},
    doi={10.14006/j.jzjgxb.2017.04.005},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021717586&doi=10.14006%2fj.jzjgxb.2017.04.005&partnerID=40&md5=7622e6367294391d31e445896d897262},
    affiliation={School of Civil Engineering, Suzhou University of Science and Technology, Suzhou, 215011, China; Jiangsu Province Key Laboratory of Structure Engineering, Suzhou University of Science and Technology, Suzhou, 215011, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China},
    }
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    @ARTICLE{Yu201728,
    author={Yu, X. and Qian, K. and Lü, D.},
    title={Progressive collapse capacity analysis of reinforced concrete frame structures considering catenary action},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    number={4},
    pages={28-34},
    doi={10.14006/j.jzjgxb.2017.04.004},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021737067&doi=10.14006%2fj.jzjgxb.2017.04.004&partnerID=40&md5=d27f6801f95da9c2724813b4b29f8933},
    affiliation={Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education, Harbin Institute of Technology, Harbin, 150090, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China; College of Civil Engineering and Architecture, Guangxi University, Nanning, 530004, China},
    }
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    @ARTICLE{Li2017392,
    author={Li, Y. and Huang, S. and Lin, C. and Gu, Q. and Qiu, Z.},
    title={Response sensitivity analysis for plastic plane problems based on direct differentiation method},
    journal={Computers and Structures},
    year={2017},
    volume={182},
    pages={392-403},
    doi={10.1016/j.compstruc.2016.12.010},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85008937630&doi=10.1016%2fj.compstruc.2016.12.010&partnerID=40&md5=52a7aefa5b0684625c76f01618b7efb6},
    affiliation={Department of Civil and Environmental Engineering, University of Alberta, Edmonton, T6G 1H9, Canada; School of Aerospace Engineering, Xiamen University, Xiamen, 361005, China; School of Architecture and Civil Engineering, Xiamen University361005, China; Department of Structural Engineering, University of California, San Diego, La Jolla, CA 92037, United States},
    }
  • [DOI] A. Tsiavos, K. R. Mackie, M. F. Vassiliou, and B. Stojadinović, “Dynamics of inelastic base-isolated structures subjected to recorded ground motions,” Bulletin of earthquake engineering, vol. 15, iss. 4, pp. 1807-1830, 2017.
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    @ARTICLE{Tsiavos20171807,
    author={Tsiavos, A. and Mackie, K.R. and Vassiliou, M.F. and Stojadinović, B.},
    title={Dynamics of inelastic base-isolated structures subjected to recorded ground motions},
    journal={Bulletin of Earthquake Engineering},
    year={2017},
    volume={15},
    number={4},
    pages={1807-1830},
    doi={10.1007/s10518-016-0022-5},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84991769672&doi=10.1007%2fs10518-016-0022-5&partnerID=40&md5=a520269f7e680a67013116befa559c70},
    affiliation={Institute of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zürich, Zurich, 8093, Switzerland; Civil Environmental and Construction Engineering Department, University of Central Florida, Orlando, FL 32816, United States},
    }
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    @ARTICLE{Wang2017132,
    author={Wang, B. and Jiang, H. and Lu, X.},
    title={Seismic performance of steel plate reinforced concrete shear wall and its application in China Mainland},
    journal={Journal of Constructional Steel Research},
    year={2017},
    volume={131},
    pages={132-143},
    doi={10.1016/j.jcsr.2017.01.003},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85008627055&doi=10.1016%2fj.jcsr.2017.01.003&partnerID=40&md5=4dd74a0f88ae153d8a47f3ec83db8087},
    affiliation={State Key laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China; Research Institute of Structural Engineering and Disaster Reduction, College of Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
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    @ARTICLE{Gordini2017133,
    author={Gordini, M. and Habibi, M.R. and Sheidaii, M.R. and Tahamouliroudsari, M.},
    title={Reliability analysis of double-layer domes with stochastic geometric imperfections},
    journal={Advances in Computational Design},
    year={2017},
    volume={2},
    number={2},
    pages={133-146},
    doi={10.12989/acd.2017.2.2.133},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058015686&doi=10.12989%2facd.2017.2.2.133&partnerID=40&md5=4312d75cba77b3b743c5bc0630e2a4ca},
    affiliation={Department of Civil Engineering, Kermanshah Branch, Islamic Azad University, Kermanshah, Iran; Department of Civil Engineering, College of Engineering, Urmia University, Urmia, Iran},
    }
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    @ARTICLE{Gong2017,
    author={Gong, S. and Zhou, Y.},
    title={Experimental study and numerical simulation on a new type of viscoelastic damper with strong nonlinear characteristics},
    journal={Structural Control and Health Monitoring},
    year={2017},
    volume={24},
    number={4},
    doi={10.1002/stc.1897},
    art_number={e1897},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84977659471&doi=10.1002%2fstc.1897&partnerID=40&md5=f806e290703193ea79c51d9af842b17f},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
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    @ARTICLE{Guo201768,
    author={Guo, Y. and Huang, Q.},
    title={Boundary Condition Simulation Method of Substructure Pseudo-dynamic Test},
    journal={Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences},
    year={2017},
    volume={44},
    number={3},
    pages={68-75},
    doi={10.16339/j.cnki.hdxbzkb.2017.03.009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021777491&doi=10.16339%2fj.cnki.hdxbzkb.2017.03.009&partnerID=40&md5=021eba4fa05ba94b536e9b2b88236a66},
    affiliation={College of Civil Engineering, Hunan University, Changsha, 410082, China; Key Laboratory of Building Safety and Energy Efficiency of Ministry of Education, Hunan University, Changsha, 410082, China},
    }
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    @ARTICLE{Guo201776,
    author={Guo, Z. and Zhang, Y. and Fan, J. and Lu, J. and Luo, M.},
    title={Damage Model of RC Members Based on Stiffness Degradation and Fiber-beam Elements},
    journal={Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences},
    year={2017},
    volume={44},
    number={3},
    pages={76-87},
    doi={10.16339/j.cnki.hdxbzkb.2017.03.010},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021720635&doi=10.16339%2fj.cnki.hdxbzkb.2017.03.010&partnerID=40&md5=3caee3d09bcccf265b2cc5ae574e3008},
    affiliation={School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan, 430074, China},
    }
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    @ARTICLE{Guo2017233,
    author={Guo, M. and Ji, W.},
    title={Bending behavior of RPC-NC composite t-girder under static load},
    journal={Tianjin Daxue Xuebao (Ziran Kexue yu Gongcheng Jishu Ban)/Journal of Tianjin University Science and Technology},
    year={2017},
    volume={50},
    number={3},
    pages={233-244},
    doi={10.11784/tdxbz201610013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85017565440&doi=10.11784%2ftdxbz201610013&partnerID=40&md5=0dd64746c15610e8227c312cb88283f8},
    affiliation={School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China},
    }
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    @ARTICLE{Sessa2017225,
    author={Sessa, S. and Serpieri, R. and Rosati, L.},
    title={A continuum theory of through–the–thickness jacketed shells for the elasto-plastic analysis of confined composite structures: Theory and numerical assessment},
    journal={Composites Part B: Engineering},
    year={2017},
    volume={113},
    pages={225-242},
    doi={10.1016/j.compositesb.2017.01.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85011706285&doi=10.1016%2fj.compositesb.2017.01.011&partnerID=40&md5=046574cdd9cbbffafaf07af6352cb485},
    affiliation={Department of Engineering, University of Sannio, Piazza Roma, 21, Benevento, 82100, Italy; Department of Structures for Engineering and Architecture, University of Naples Federico II, Via Claudio, 21, Napoli, 80124, Italy},
    }
  • D. Su, W. Yan, and S. Chen, “Two realization methods of hybrid simulation test based on general finite element software and their analyses,” World information on earthquake engineering, vol. 33, iss. 1, pp. 10-17, 2017.
    [Bibtex]
    @ARTICLE{Su201710,
    author={Su, D. and Yan, W. and Chen, S.},
    title={Two realization methods of hybrid simulation test based on general finite element software and their analyses},
    journal={World Information on Earthquake Engineering},
    year={2017},
    volume={33},
    number={1},
    pages={10-17},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019196713&partnerID=40&md5=a5dd88ac0f5ecaa289e3358470ded6e2},
    affiliation={Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China},
    }
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    [Bibtex]
    @ARTICLE{Gerami20171025,
    author={Gerami, M. and Mashayekhi, A.H. and Siahpolo, N.},
    title={Computation of R Factor for Steel Moment Frames by Using Conventional and Adaptive Pushover Methods},
    journal={Arabian Journal for Science and Engineering},
    year={2017},
    volume={42},
    number={3},
    pages={1025-1037},
    doi={10.1007/s13369-016-2257-5},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85014682888&doi=10.1007%2fs13369-016-2257-5&partnerID=40&md5=01fe88e9a783c8ae8cb3302cec0252a0},
    affiliation={Earthquake Engineering Group, Faculty of Civil Engineering, Semnan University, Semnan, Iran; Department of Civil Engineering, Academic Center for Education, Culture and Research, Khuzestan Branch, Ahwaz, Iran},
    }
  • [DOI] H. Moniri, “Evaluation of seismic performance of reinforced concrete (rc) buildings under near-field earthquakes,” International journal of advanced structural engineering, vol. 9, iss. 1, pp. 13-25, 2017.
    [Bibtex]
    @ARTICLE{Moniri201713,
    author={Moniri, H.},
    title={Evaluation of seismic performance of reinforced concrete (RC) buildings under near-field earthquakes},
    journal={International Journal of Advanced Structural Engineering},
    year={2017},
    volume={9},
    number={1},
    pages={13-25},
    doi={10.1007/s40091-016-0145-6},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85014316905&doi=10.1007%2fs40091-016-0145-6&partnerID=40&md5=ebb01b758dc5a9d53fb55cd5330d1480},
    affiliation={Department of Civil Engineering, Eastern Mediterranean University, Famagusta, Cyprus},
    }
  • J. -K. Yan, S. -H. Li, and J. -W. Wang, “Study of rotation mechanism of decks of skewed multi-span simply-supported girder bridges under strong earthquake,” Bridge construction, vol. 47, iss. 1, pp. 29-34, 2017.
    [Bibtex]
    @ARTICLE{Yan201729,
    author={Yan, J.-K. and Li, S.-H. and Wang, J.-W.},
    title={Study of rotation mechanism of decks of skewed multi-span simply-supported girder bridges under strong earthquake},
    journal={Bridge Construction},
    year={2017},
    volume={47},
    number={1},
    pages={29-34},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85017535968&partnerID=40&md5=8af3975482e31dd49eca86cd17274022},
    affiliation={Institute of Health Diagnosis and Control of Large Structures, Shijiazhuang Tiedao University, Shijiazhuang, 050043, China; College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China; School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, 050043, China},
    }
  • [DOI] J. Wang, T. Wu, and J. Yan, “Parametrican alysis for seismic pounding responses of a skewed simply-supported girder bridge,” Zhendong yu chongji/journal of vibration and shock, vol. 36, iss. 3, p. 209-214 and 221, 2017.
    [Bibtex]
    @ARTICLE{Wang2017,
    author={Wang, J. and Wu, T. and Yan, J.},
    title={Parametrican alysis for seismic pounding responses of a skewed simply-supported girder bridge},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2017},
    volume={36},
    number={3},
    pages={209-214 and 221},
    doi={10.13465/j.cnki.jvs.2017.03.033},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018360573&doi=10.13465%2fj.cnki.jvs.2017.03.033&partnerID=40&md5=64bd10eed13ff40467abc7007c06d002},
    affiliation={Key Laboratory of Roads, Railway Engineering Safety Control of Ministry of Enucation, Shijiazhuang TieDao University, Shijiazhuang, 050043, China; Structural Health Monitoring and Control Institute, Shijiazhuang TieDao University, Shijiazhuang, 050043, China},
    }
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    [Bibtex]
    @ARTICLE{Qiao2017173,
    author={Qiao, S. and Han, X. and Zhou, K. and Li, W.},
    title={Conceptual configuration and seismic performance of high-rise steel braced frame},
    journal={Steel and Composite Structures},
    year={2017},
    volume={23},
    number={2},
    pages={173-186},
    doi={10.12989/scs.2017.23.2.173},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85012100206&doi=10.12989%2fscs.2017.23.2.173&partnerID=40&md5=f291db98d2b50cabfb8cbed5f80e7899},
    affiliation={School of Civil Engineering and Transportation, South China University of Technology, Tianhe, Guangzhou, 510641, China; College of Civil Engineering, Huaqiao University, Jimei, Xiamen, 361021, China},
    }
  • [DOI] J. Fu, X. Chen, C. Zhang, J. Tang, and S. Zhao, “Calculation for ultimate flexural capacity of eccentrically tensioned src members with embeded i-shaped steel,” Jianzhu jiegou xuebao/journal of building structures, vol. 38, iss. 2, pp. 90-98, 2017.
    [Bibtex]
    @ARTICLE{Fu201790,
    author={Fu, J. and Chen, X. and Zhang, C. and Tang, J. and Zhao, S.},
    title={Calculation for ultimate flexural capacity of eccentrically tensioned SRC members with embeded I-shaped steel},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    number={2},
    pages={90-98},
    doi={10.14006/j.jzjgxb.2017.02.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019883567&doi=10.14006%2fj.jzjgxb.2017.02.011&partnerID=40&md5=e5cde97268532986cfec02e8bea04047},
    affiliation={Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Ministry of Education, Chongqing, 400045, China; Sichuan Provincial Architectural Design and Research Institute, Chengdu, 610041, China},
    }
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    [Bibtex]
    @ARTICLE{Zhang2017129,
    author={Zhang, Y.-T. and Zhang, J. and Yang, L.},
    title={Research on the effects of prestressing ratio on the seismic capacity of prestressed concrete frame structures},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    number={2},
    pages={129-136},
    doi={10.6052/j.issn.1000-4750.2015.07.0580},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85014392241&doi=10.6052%2fj.issn.1000-4750.2015.07.0580&partnerID=40&md5=aa0bde850aad1ba03bdf358682034857},
    affiliation={School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan, Hubei 430074, China},
    }
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    @ARTICLE{Luu2017778,
    author={Luu, C.H. and Mo, Y.L. and Hsu, T.T.C.},
    title={Development of CSMM-based shell element for reinforced concrete structures},
    journal={Engineering Structures},
    year={2017},
    volume={132},
    pages={778-790},
    doi={10.1016/j.engstruct.2016.11.064},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85003875614&doi=10.1016%2fj.engstruct.2016.11.064&partnerID=40&md5=11ac66b7bc83730cbbae88044844c7ec},
    affiliation={Department of Civil and Environmental Engineering, University of Houston, 4800 Calhoun, Houston, 77204, United States},
    }
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    [Bibtex]
    @ARTICLE{Geng201745,
    author={Geng, L. and Tang, L. and Cong, S.Y. and Ling, X.Z. and Lu, J.},
    title={Three-dimensional analysis of geosynthetic-encased granular columns for liquefaction mitigation},
    journal={Geosynthetics International},
    year={2017},
    volume={24},
    number={1},
    pages={45-59},
    doi={10.1680/jgein.16.00014},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85011579402&doi=10.1680%2fjgein.16.00014&partnerID=40&md5=167956cf4598ae6e63c6e021f6722e58},
    affiliation={School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang, China; Department of Structural Engineering, University of California, San Diego, La Jolla, CA, United States},
    }
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    @ARTICLE{Ou201791,
    author={Ou, Z. and Chen, S.},
    title={A uniform calculation method of the skeleton curve of equal sectional concrete filled steel tube columns},
    journal={Chongqing Daxue Xuebao/Journal of Chongqing University},
    year={2017},
    volume={40},
    number={2},
    pages={91-100},
    doi={10.11835/j.issn.1000-582X.2017.02.012},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018256667&doi=10.11835%2fj.issn.1000-582X.2017.02.012&partnerID=40&md5=bd4f6393625fb5cfde083a0a03b656f6},
    affiliation={College of Civil Engineering, Fujian University of Technology, Fuzhou, 350118, China},
    }
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    @ARTICLE{Yuan2017135,
    author={Yuan, W. and Guo, A. and Li, H.},
    title={Seismic failure mode of coastal bridge piers considering the effects of corrosion-induced damage},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2017},
    volume={93},
    pages={135-146},
    doi={10.1016/j.soildyn.2016.12.002},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85006073803&doi=10.1016%2fj.soildyn.2016.12.002&partnerID=40&md5=531111f8b30bce015e0312b9e0073c0f},
    affiliation={Ministry-of-Education Key Laboratory of Structural Dynamic Behavior and Control, School of Civil Engineering, Harbin Institute of Technology, the 2nd Campus, Harbin, 150090, China},
    }
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    [Bibtex]
    @ARTICLE{Huang201787,
    author={Huang, M. and Guo, Y.},
    title={Research and development of remote collaborative pseudo dynamic test platform NetSLabOSR},
    journal={Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences},
    year={2017},
    volume={44},
    number={1},
    pages={87-94},
    doi={10.16339/j.cnki.hdxbzkb.2017.01.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85015676346&doi=10.16339%2fj.cnki.hdxbzkb.2017.01.011&partnerID=40&md5=bfc7ef3760a0aafe52c3af3d55664d6f},
    affiliation={College of Civil Engineering, Hunan University, Changsha, 410082, China; School of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha, 410004, China; Key Laboratory of Building Safety and Energy Efficiency, Ministry of Education, Changsha, 410082, China},
    }
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    [Bibtex]
    @ARTICLE{Zhang201765,
    author={Zhang, Y. and Yang, L. and Zhang, J.},
    title={Research on the design method of strong column and weak girder of prestressed concrete frame},
    journal={Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences},
    year={2017},
    volume={44},
    number={1},
    pages={65-76},
    doi={10.16339/j.cnki.hdxbzkb.2017.01.009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85015688664&doi=10.16339%2fj.cnki.hdxbzkb.2017.01.009&partnerID=40&md5=c4c0ece2a61cddda902cbb1100e9a330},
    affiliation={School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan, 430074, China},
    }
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    [Bibtex]
    @ARTICLE{Xia2017,
    author={Xia, C. and Liu, Y. and Liu, C.},
    title={Characteristicresponse analysis of bridge piers under multi-pulse near-fault earthquake excitation},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2017},
    volume={36},
    number={2},
    pages={95-100 and 110},
    doi={10.13465/j.cnki.jvs.2017.02.015},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85015283873&doi=10.13465%2fj.cnki.jvs.2017.02.015&partnerID=40&md5=a8d2e0dadaec42173a558e8e3291ecfa},
    affiliation={Institute of Earthquake Engineering, Dalian University of Technology, Dalian, 116024, China; State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, 116024, China},
    }
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    @ARTICLE{Perez-Rivera2017105,
    author={Perez-Rivera, E. and Montejo, L.A.},
    title={Numerical Evaluation of Seismic Soil Pressures on Rigid Walls Fixed to the Bedrock},
    journal={Journal of Earthquake Engineering},
    year={2017},
    volume={21},
    number={1},
    pages={105-122},
    doi={10.1080/13632469.2016.1142486},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84966700318&doi=10.1080%2f13632469.2016.1142486&partnerID=40&md5=c12ab7a3d1f2a971f77123d98c21fe29},
    affiliation={Department of Civil Engineering and Surveying, University of Puerto Rico at Mayaguez, Mayaguez, Puerto Rico; Department of Engineering Science and Materials, University of Puerto Rico at Mayaguez, Mayaguez, Puerto Rico},
    }
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    @CONFERENCE{Tarquini20171625,
    author={Tarquini, D. and Almeida, J.P. and Beyer, K.},
    title={Axially equilibrated displacement-based beam element: Implementation in opensees and application to dynamic analysis of structures},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={1625-1635},
    doi={10.7712/120117.5517.17584},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042512510&doi=10.7712%2f120117.5517.17584&partnerID=40&md5=e645fd57b70fec9496747a9134b5d052},
    affiliation={Earthquake Engineering and Structural Dynamics Laboratory (EESD), École Polytechnique Fédérale de Lausanne (EPFL, Switzerland},
    }
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    @CONFERENCE{Canini20171155,
    author={Canini, A. and Forcellini, D.},
    title={3D numerical simulations of a base-isolated residential building with soil structure interaction},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={1155-1167},
    doi={10.7712/120117.5482.16931},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042491896&doi=10.7712%2f120117.5482.16931&partnerID=40&md5=4d4edfaf534a80f0bf313d737feb1520},
    affiliation={Università di San Marino, Via Salita alla Rocca, 44, San Marino, 47890, United States},
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    @CONFERENCE{Tadepalli20174881,
    author={Tadepalli, P.R. and Lu, L. and Mo, Y.L. and Hsu, T.T.C.},
    title={Tool for shear analysis of prestressed steel fiber concrete beams},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={2},
    pages={4881-4896},
    doi={10.7712/120117.5769.18324},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042284318&doi=10.7712%2f120117.5769.18324&partnerID=40&md5=1ff45d5b8bc574bd4ea9cb569947478b},
    affiliation={Department of Civil and Environmental Engineering, University of Houston, Houston, TX, United States; College of Civil Engineering, Tongji University, Shanghai, China},
    }
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    @ARTICLE{Li2017573,
    author={Li, G. and Motamed, R.},
    title={Finite element modeling of soil-pile response subjected to liquefaction-induced lateral spreading in a large-scale shake table experiment},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2017},
    volume={92},
    pages={573-584},
    doi={10.1016/j.soildyn.2016.11.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84995370933&doi=10.1016%2fj.soildyn.2016.11.001&partnerID=40&md5=44db4935dfa237c2fefa801d522ed10c},
    affiliation={Department of Civil and Environmental Engineering, University of Nevada Reno, Reno, NV 89557, United States},
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    @CONFERENCE{Nastri20174857,
    author={Nastri, E. and Palese, M.I.},
    title={Preliminary comparison between different software modeling of confined concrete},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={2},
    pages={4857-4868},
    doi={10.7712/120117.5767.18163},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042266983&doi=10.7712%2f120117.5767.18163&partnerID=40&md5=d1f64db82d221d80154da0afc27426f5},
    affiliation={University of Salerno, Via Giovanni Paolo II, Fisciano (SA), 84084, Italy},
    }
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    @ARTICLE{Zhang201753,
    author={Zhang, P. and Zhu, H. and Wu, G. and Meng, S. and Wu, Z.},
    title={Flexural performance of U-shape fiber-reinforced polymers profile-concrete composite beams under static and cyclic loads},
    journal={Journal of Reinforced Plastics and Composites},
    year={2017},
    volume={36},
    number={1},
    pages={53-71},
    doi={10.1177/0731684416670531},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85009971919&doi=10.1177%2f0731684416670531&partnerID=40&md5=0d2ca370133a45ad8e7fd5548bb6e823},
    affiliation={School of Civil Engineering, Zhengzhou University, Zhengzhou, China; Key Laboratory of Concrete and Prestressed Concrete Structures, Ministry of Education, Nanjing, 210096, China},
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    @CONFERENCE{Hou2017393,
    author={Hou, S. and Zhang, H. and Han, X. and Ou, J.},
    title={Damage monitoring of the RC frame shaking table test and comparison with FEM results},
    journal={Procedia Engineering},
    year={2017},
    volume={210},
    pages={393-400},
    doi={10.1016/j.proeng.2017.11.093},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042657208&doi=10.1016%2fj.proeng.2017.11.093&partnerID=40&md5=5bbdb8075d91038a6e76a253008cd504},
    affiliation={School of Civil and Transportation Engineering, South China University of Technology, Guangzhou, 510641, China; Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen, 518055, China; School of Civil Engineering, Dalian University of Technology, Dalian, 116024, China},
    }
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    @CONFERENCE{Yang20173426,
    author={Yang, B. and Lu, X.},
    title={Seismic behavior of prestressed precast shear wall buildings using multiple rocking joints},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={2},
    pages={3426-3438},
    doi={10.7712/120117.5655.16797},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042325018&doi=10.7712%2f120117.5655.16797&partnerID=40&md5=5c828ecfde018ea3c81ae2fcdf79e23c},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
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    @ARTICLE{Zhang2017,
    author={Zhang, Q. and Li, Y.},
    title={The performance of resistance progressive collapse analysis for high-rise frame-shear structure based on opensees},
    journal={Shock and Vibration},
    year={2017},
    volume={2017},
    doi={10.1155/2017/3518232},
    art_number={3518232},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018808838&doi=10.1155%2f2017%2f3518232&partnerID=40&md5=3058a706155428fbe7129be2fe9e800c},
    affiliation={Institute of Disaster Prevention Science and Safety Technology, Central South University, Changsha, 410128, China},
    }
  • B. Dezhkam, “The effect of opening in concrete shear walls on seismic performance of link beams,” Acta technica csav (ceskoslovensk akademie ved), vol. 62, iss. 4, pp. 387-394, 2017.
    [Bibtex]
    @ARTICLE{Dezhkam2017387,
    author={Dezhkam, B.},
    title={The effect of opening in concrete shear walls on seismic performance of link beams},
    journal={Acta Technica CSAV (Ceskoslovensk Akademie Ved)},
    year={2017},
    volume={62},
    number={4},
    pages={387-394},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85040358711&partnerID=40&md5=99f7828f60301006aca3edbd8d3acdc8},
    affiliation={University of Velayat, Iranshahr, Iran},
    }
  • [DOI] C. Jiang and X. Lu, “Simulation of contact surfaces in self-centering reinforced concrete frames with test validation.” 2017, pp. 1209-1216.
    [Bibtex]
    @CONFERENCE{Jiang20171209,
    author={Jiang, C. and Lu, X.},
    title={Simulation of contact surfaces in self-centering reinforced concrete frames with test validation},
    journal={High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium},
    year={2017},
    pages={1209-1216},
    doi={10.1007/978-3-319-59471-2-140},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85025604174&doi=10.1007%2f978-3-319-59471-2-140&partnerID=40&md5=8926c1bc7b79137d39de60fc0cf61059},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • Z. Pan, L. Aiqun, and D. Du, “Nonlinear static analysis on masonry wall strengthened with reinforced mortar overlay.” 2017, pp. 265-272.
    [Bibtex]
    @CONFERENCE{Pan2017265,
    author={Pan, Z. and Aiqun, L. and Du, D.},
    title={Nonlinear static analysis on masonry wall strengthened with reinforced mortar overlay},
    journal={Proceedings of the 6th International Specialty Conference on Fibre Reinforced Materials},
    year={2017},
    pages={265-272},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028534819&partnerID=40&md5=4db8e65811ef0a4e9277c838f7794091},
    affiliation={Jiarvgsu University of Science and Technology, China; Southeast University, China},
    }
  • [DOI] M. Zeghal, N. Goswami, M. Manzari, and B. Kutter, “Performance of a soil liquefaction model.” 2017, pp. 370-377.
    [Bibtex]
    @CONFERENCE{Zeghal2017370,
    author={Zeghal, M. and Goswami, N. and Manzari, M. and Kutter, B.},
    title={Performance of a Soil Liquefaction Model},
    journal={Poromechanics 2017 - Proceedings of the 6th Biot Conference on Poromechanics},
    year={2017},
    pages={370-377},
    doi={10.1061/9780784480779.045},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85026315034&doi=10.1061%2f9780784480779.045&partnerID=40&md5=dd0adeb2eda5d0af6287a8f88599b0a2},
    affiliation={Rensselaer Polytechnic Institute, Troy, NY 12180, United States; George Washington Univ., Washington, DC 20052, United States; Univ. of California at Davis, Davis, CA 95616, United States},
    }
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    [Bibtex]
    @CONFERENCE{Carey2017389,
    author={Carey, T.J. and Kutter, B.L.},
    title={Comparison of liquefaction constitutive models for a hypothetical sand},
    journal={Geotechnical Special Publication},
    year={2017},
    number={GSP 281},
    pages={389-398},
    doi={10.1061/9780784480489.039},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018438032&doi=10.1061%2f9780784480489.039&partnerID=40&md5=9e27b063164502c964206035b2f9528e},
    affiliation={Dept. of Civil and Environmental Engineering, Univ. of California at Davis, One Shields Ave., Davis, CA 95616, United States},
    }
  • M. T. Stephens, A. Winter, M. R. Motley, and D. E. Lehman, “Comparing seismic and tsunami load demands on reinforced concrete and concrete filled steel tube bridges.” 2017, pp. 691-698.
    [Bibtex]
    @CONFERENCE{Stephens2017691,
    author={Stephens, M.T. and Winter, A. and Motley, M.R. and Lehman, D.E.},
    title={Comparing seismic and tsunami load demands on reinforced concrete and concrete filled steel tube bridges},
    journal={IABSE Conference, Vancouver 2017: Engineering the Future - Report},
    year={2017},
    pages={691-698},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050027536&partnerID=40&md5=8eeeec9058bd7aef98411eb6c7b4dbcd},
    affiliation={University of Auckland, Auckland, New Zealand; University of Washington, Seattle, WA, United States},
    }
  • Z. Shahin, M. N. Mirzai, S. Alam, and R. J. Seethaler, “An introduction and modeling of novel shape memory alloy-based bracing.” 2017, pp. 112-123.
    [Bibtex]
    @CONFERENCE{Shahin2017112,
    author={Shahin, Z. and Mirzai, M.N. and Alam, S. and Seethaler, R.J.},
    title={An introduction and modeling of novel shape memory alloy-based bracing},
    journal={6th International Conference on Engineering Mechanics and Materials 2017},
    year={2017},
    volume={1},
    pages={112-123},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065547140&partnerID=40&md5=170507fe384f872a5712a30d71de00aa},
    affiliation={EME 3204, School of Engineering, University of British Columbia, Kelowna, BC, Canada; School of Civil Engineering, University of Tehran, Tehran, Iran; EME 4205, School of Engineering, University of British Columbia, Kelowna, BC, Canada},
    }
  • [DOI] J. Han, Z. Zhang, L. Huang, and X. Sun, “Influence of in-plane and out-of-plane interaction of infill walls on global collapse resistance capacity of infilled rc frame.” 2017, pp. 3398-3405.
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    @CONFERENCE{Han20173398,
    author={Han, J. and Zhang, Z. and Huang, L. and Sun, X.},
    title={Influence of in-plane and out-of-plane interaction of infill walls on global collapse resistance capacity of infilled RC frame},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={2},
    pages={3398-3405},
    doi={10.7712/120117.5653.18616},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042284860&doi=10.7712%2f120117.5653.18616&partnerID=40&md5=10980ebf2916527dd7eed3d5f57aed03},
    affiliation={Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, 287 Langongping Rd., Lanzhou, 730050, China; School of Civil Engineering, Lanzhou University of Technology, 287 Langongping Rd., Lanzhou, 730050, China; School of Civil Engineering, Southeast University, 2 Sipailou Street, Nanjing, 210096, China},
    }
  • [DOI] R. Beber and S. Dashti, “Site response in liquefiable layered deposits considering spatial variability in hydraulic conductivity.” 2017, pp. 76-85.
    [Bibtex]
    @CONFERENCE{Beber201776,
    author={Beber, R. and Dashti, S.},
    title={Site Response in Liquefiable Layered Deposits Considering Spatial Variability in Hydraulic Conductivity},
    journal={Geotechnical Special Publication},
    year={2017},
    number={GSP 283},
    pages={76-85},
    doi={10.1061/9780784480700.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030483756&doi=10.1061%2f9780784480700.008&partnerID=40&md5=b3cd0b61d878f9e19ef508098f8f2f35},
    affiliation={Dept. of Civil, Environmental and Mechanical Engineering, Univ. of Trento, Via Mesiano 77, Trento, 38123, Italy; Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado Boulder, 1111 Eng. Dr., Boulder, CO 80309, United States},
    }
  • [DOI] H. -B. Ma, W. -D. Zhuo, D. Lavorato, G. Fiorentino, C. Nuti, and F. Sabetta, “Seismic response analysis of continuous highway bridges under near-fault ground motions.” 2017, pp. 2138-2148.
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    @CONFERENCE{Ma20172138,
    author={Ma, H.-B. and Zhuo, W.-D. and Lavorato, D. and Fiorentino, G. and Nuti, C. and Sabetta, F.},
    title={Seismic response analysis of continuous highway bridges under near-fault ground motions},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={2138-2148},
    doi={10.7712/120117.5555.18040},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042477572&doi=10.7712%2f120117.5555.18040&partnerID=40&md5=b1ae511fc89c71850cb3501bfbfe3772},
    affiliation={Civil Engineering College, Fuzhou University, Xueyuan Road No.2, University Town, Fuzhou City, Fujian Province, China; Architecture Department, Roma Tre University, Largo Giovanni Battista Marzi, 10, Roma, 00153, Italy},
    }
  • M. Xiang, W. Wang, T. Li, and Q. Ai, “Analysis of rigid frame bridges with different high piers’ dynamic behavior and seismic fragility,” Acta technica csav (ceskoslovensk akademie ved), vol. 62, iss. 1, pp. 67-77, 2017.
    [Bibtex]
    @ARTICLE{Xiang201767,
    author={Xiang, M. and Wang, W. and Li, T. and Ai, Q.},
    title={Analysis of rigid frame bridges with different high piers' dynamic behavior and seismic fragility},
    journal={Acta Technica CSAV (Ceskoslovensk Akademie Ved)},
    year={2017},
    volume={62},
    number={1},
    pages={67-77},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028617712&partnerID=40&md5=562d17d38bb0331f18ef12a8bcb99c4f},
    affiliation={School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, 050043, China},
    }
  • D. L. Kozak, J. Luo, J. M. Lafave, and L. A. Fahnestock, “Seismic response of integral abutment bridges.” 2017, pp. 48-57.
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    @CONFERENCE{Kozak201748,
    author={Kozak, D.L. and Luo, J. and Lafave, J.M. and Fahnestock, L.A.},
    title={Seismic Response of Integral Abutment Bridges},
    journal={Structures Congress 2017: Bridges and Transportation Structures - Selected Papers from the Structures Congress 2017},
    year={2017},
    pages={48-57},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019137024&partnerID=40&md5=50e6649c67c4334974075abe7e1507ff},
    affiliation={Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801, United States; Rutherford + Chekene, 375 Beale St., San Francisco, CA 94105, United States},
    }
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    [Bibtex]
    @ARTICLE{Karimi-Moridani2017,
    author={Karimi-Moridani, K. and Zarfam, P. and Ghafory-Ashtiany, M.},
    title={Seismic Failure Probability of a Curved Bridge Based on Analytical and Neural Network Approaches},
    journal={Shock and Vibration},
    year={2017},
    volume={2017},
    doi={10.1155/2017/2408234},
    art_number={2408234},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028602142&doi=10.1155%2f2017%2f2408234&partnerID=40&md5=c2d6ecb3e1c9272451aec1f3f0d9a291},
    affiliation={Department of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran; International Institute of Earthquake Engineering and Seismology (IIEES), Iranian Earthquake Engineering Association, Tehran, Iran},
    }
  • [DOI] Q. Chen, H. Zhao, and T. Wang, “Comparison of progressive collapse resistance of frame with specially shaped columns and frame with rectangular columns [usporedba otpora progresivnom kolapsu okvira s posebno oblikovanim stupovima i okvira s četvrtastim stupovima],” Tehnicki vjesnik, vol. 24, pp. 85-92, 2017.
    [Bibtex]
    @ARTICLE{Chen201785,
    author={Chen, Q. and Zhao, H. and Wang, T.},
    title={Comparison of progressive collapse resistance of frame with specially shaped columns and frame with rectangular columns [Usporedba otpora progresivnom kolapsu okvira s posebno oblikovanim stupovima i okvira s četvrtastim stupovima]},
    journal={Tehnicki Vjesnik},
    year={2017},
    volume={24},
    pages={85-92},
    doi={10.17559/TV-20141015091542},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019117758&doi=10.17559%2fTV-20141015091542&partnerID=40&md5=ae36d6a26c2504b63fd4ed8cd3960792},
    affiliation={Economic & Technology Research Institute of State Grid, Shandong Electric Power Company, 111 Weishi Road, Huaiyin District, Jinan, 250021, China; School of Civil Engineering, Tianjin University Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, 92 Weijin Road, Nankai District, Tianjin, 300072, China},
    }
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    @ARTICLE{Shen2017155,
    author={Shen, Y.-L. and Mu, Z.-G. and Stiemer, S.F. and Li, X.-J. and Zhang, J.-Y.},
    title={Mechanical performance of cross laminated timber infill wall-steel frames},
    journal={Gongcheng Kexue Xuebao/Chinese Journal of Engineering},
    year={2017},
    volume={39},
    number={1},
    pages={155-165},
    doi={10.13374/j.issn2095-9389.2017.01.020},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85013931073&doi=10.13374%2fj.issn2095-9389.2017.01.020&partnerID=40&md5=9bf23b553357351abc52b22ebb0a0111},
    affiliation={Schoolof Civil and Resources Engineering, University of Science and Technology Beijing, Beijing, 100083, China; China Electronics Engineering Design Institute, Beijing, 100142, China; Department of Civil Engineering, Faculty of Applied Science, University of British Columbia, Vancouver, V6T 1Z4, Canada; Central Research Institute of Building and Construction Co., Ltd., Beijing, 100088, China; Beijing Institute of Architectural Design, Beijing, 100045, China},
    }
  • L. Shuai, D. Farshad Hedayati, W. Jing-Quan, and M. A. Shahria, “Seismic vulnerability assessment of a long-span cable-stayed bridge isolated by sma wire-based lead rubber bearing.” 2017, pp. 852-860.
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    @CONFERENCE{Shuai2017852,
    author={Shuai, L. and Farshad Hedayati, D. and Jing-Quan, W. and Shahria, M.A.},
    title={Seismic vulnerability assessment of a long-span cable-stayed bridge isolated by SMA wire-based lead rubber bearing},
    journal={6th International Conference on Engineering Mechanics and Materials 2017},
    year={2017},
    volume={2},
    pages={852-860},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065551026&partnerID=40&md5=987f2f67d82a59d2b75e8f789a065ff0},
    affiliation={Southeast University, China; University of British Columbia, Canada},
    }
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    @ARTICLE{Zhang2017419,
    author={Zhang, L. and Zhao, H. and Wang, T. and Chen, Q.},
    title={Dynamic increase factor for RC frame with specially shaped columns against progressive collapse},
    journal={Journal of Vibroengineering},
    year={2017},
    volume={19},
    number={1},
    pages={419-433},
    doi={10.21595/jve.2016.17371},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020424285&doi=10.21595%2fjve.2016.17371&partnerID=40&md5=3ba68dd82bb87c1666d1c430f747e408},
    affiliation={School of Civil Engineering, Tianjin University, Tianjin, China; Key Laboratory of Coast Civil Structures, Tianjin University, Ministry of Education, Tianjin, China},
    }
  • C. D. Bishop and P. Uriz, “The effects of accurate boundary condition modeling on column stability.” 2017.
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    @CONFERENCE{Bishop2017,
    author={Bishop, C.D. and Uriz, P.},
    title={The effects of accurate boundary condition modeling on column stability},
    journal={Proceedings of the Annual Stability Conference Structural Stability Research Council 2017},
    year={2017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019473690&partnerID=40&md5=97522828a59436cfd5e571d0ce5c2069},
    affiliation={Exponent, Inc, United States; Risk Management Solutions, United States},
    }
  • W. M. Wong and C. Cruz Noguez, “Finite-element modelling of reinforced engineered cementitious composite structure under seismic loads.” 2017, pp. 547-556.
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    @CONFERENCE{Wong2017547,
    author={Wong, W.M. and Cruz Noguez, C.},
    title={Finite-element modelling of reinforced engineered cementitious composite structure under seismic loads},
    journal={6th International Conference on Engineering Mechanics and Materials 2017},
    year={2017},
    volume={2},
    pages={547-556},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065516582&partnerID=40&md5=afbd296c99717588fa4de43850c7e2d0},
    affiliation={University of Alberta, Canada},
    }
  • M. Shahnewaz, T. Tannert, M. S. Alam, and M. Popovski, “Performance of cross laminated timber shear walls under cyclic loading.” 2017, pp. 757-763.
    [Bibtex]
    @CONFERENCE{Shahnewaz2017757,
    author={Shahnewaz, Md. and Tannert, T. and Alam, M.S. and Popovski, M.},
    title={Performance of cross laminated timber shear walls under cyclic loading},
    journal={6th International Conference on Engineering Mechanics and Materials 2017},
    year={2017},
    volume={2},
    pages={757-763},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050023618&partnerID=40&md5=6e5de0db24015b8eb7639c431773f546},
    affiliation={University of British Columbia, Vancouver, Canada; University of Northern British Columbia, Prince George, Canada; University of British Columbia, Kelowna, Canada; FPInnovations, Vancouver, Canada},
    }
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    @CONFERENCE{Kolozvari201735,
    author={Kolozvari, K. and Miller, R. and Orakcal, K.},
    title={Finite element modeling of reinforced concrete structural walls for performance-based seismic design},
    journal={WIT Transactions on the Built Environment},
    year={2017},
    volume={172},
    pages={35-46},
    doi={10.2495/ERES170041},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049260684&doi=10.2495%2fERES170041&partnerID=40&md5=79f760b9d64bc8dade3fc43fc2b69171},
    affiliation={Department of Civil and Environmental Engineering, California State University, United States; Department of Civil Engineering, Bogazici University, Turkey},
    }
  • [DOI] P. Cassese, M. T. De Risi, and G. M. Verderame, “Seismic behaviour of poorly detailed rc bridge piers with hollow cross-section.” 2017, pp. 772-789.
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    @CONFERENCE{Cassese2017772,
    author={Cassese, P. and De Risi, M.T. and Verderame, G.M.},
    title={Seismic behaviour of poorly detailed RC bridge piers with hollow cross-section},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={772-789},
    doi={10.7712/120117.5456.18615},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042468330&doi=10.7712%2f120117.5456.18615&partnerID=40&md5=2e0567036b4103ea8c5cd8d382d1a32e},
    affiliation={University of Naples Federico II, Department of Structures for Engineering and Architecture, via Claudio 21, Naples, 80125, Italy},
    }
  • M. Adom-Asamoah and J. O. Banahene, “Inelastic dynamic behaviour of simply modeled explicit and implicit non-ductile rc beam-column joints,” Jordan journal of civil engineering, vol. 11, iss. 4, pp. 646-658, 2017.
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    @ARTICLE{Adom-Asamoah2017646,
    author={Adom-Asamoah, M. and Banahene, J.O.},
    title={Inelastic dynamic behaviour of simply modeled explicit and implicit non-ductile RC beam-column joints},
    journal={Jordan Journal of Civil Engineering},
    year={2017},
    volume={11},
    number={4},
    pages={646-658},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029692224&partnerID=40&md5=4135e14a68c7ef599bd43999bd5b2aaa},
    affiliation={Kwame Nkrumah University of Science and Technology, Kumasi, Ghana},
    }
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    @ARTICLE{Qin2017,
    author={Qin, Q. and Zheng, S. and Li, L. and Dong, L. and Zhang, Y. and Ding, S.},
    title={Experimental Study and Numerical Simulation of Seismic Behavior for RC Columns Subjected to Freeze-Thaw Cycles},
    journal={Advances in Materials Science and Engineering},
    year={2017},
    volume={2017},
    doi={10.1155/2017/7496345},
    art_number={7496345},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85015997177&doi=10.1155%2f2017%2f7496345&partnerID=40&md5=94ad0980039a66a6a15d15c872d68cc8},
    affiliation={Department of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, 710055, China},
    }
  • F. Soleimani, C. S. W. Yang, and R. Desroches, “The effect of superstructure curvature on the seismic performance of box-girder bridges with in-span hinges.” 2017, pp. 469-480.
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    @CONFERENCE{Soleimani2017469,
    author={Soleimani, F. and Yang, C.S.W. and Desroches, R.},
    title={The Effect of Superstructure Curvature on the Seismic Performance of Box-Girder Bridges with In-Span Hinges},
    journal={Structures Congress 2017: Bridges and Transportation Structures - Selected Papers from the Structures Congress 2017},
    year={2017},
    pages={469-480},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019117139&partnerID=40&md5=2960b2a09351972fdc4b68208d392e15},
    affiliation={School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332, United States},
    }
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    @CONFERENCE{Marchi2017247,
    author={Marchi, L. and Trutalli, D. and Scotta, R. and Pozza, L.},
    title={Numerical simulation of the coupled tension-shear response of an innovative dissipative connection for CLT buildings},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={247-254},
    doi={10.7712/120117.5419.17364},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042498776&doi=10.7712%2f120117.5419.17364&partnerID=40&md5=47c1e49cdfe9f86069ae0c7805b3e679},
    affiliation={Department of Civil, Environmental and Architectural Engineering, University of Padova, Via Marzolo 9, Padova, 35131, Italy; Department of Civil, Chemical, Environmental and Materials Engineering, University of Bologna, Viale Risorgimento 2, Bologna, 40136, Italy},
    }
  • [DOI] S. Gobbi, F. Lopez-Caballero, and D. Forcellini, “Numerical analysis of soil liquefaction induced failure of embankments.” 2017, pp. 990-1006.
    [Bibtex]
    @CONFERENCE{Gobbi2017990,
    author={Gobbi, S. and Lopez-Caballero, F. and Forcellini, D.},
    title={Numerical analysis of soil liquefaction induced failure of embankments},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={990-1006},
    doi={10.7712/120117.5471.17027},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042473060&doi=10.7712%2f120117.5471.17027&partnerID=40&md5=b9372cf163fbfac89b08552a45d00b8b},
    affiliation={Universit di San Marino, Via Salita alla rocca 44, Italy; Laboratoire MSS-Mat, CNRS UMR 8579, Centrale Supelec Grande Voie des Vignes, Chatenay-Malabry, 92295, France},
    }
  • K. -H. E. Kim, B. Andrawes, and C. A. Duarte, “Behavior of frp retrofitted bridge timber piles under earthquake and tsunami loading.” 2017, pp. 340-352.
    [Bibtex]
    @CONFERENCE{Kim2017340,
    author={Kim, K.-H.E. and Andrawes, B. and Duarte, C.A.},
    title={Behavior of FRP Retrofitted Bridge Timber Piles under Earthquake and Tsunami Loading},
    journal={Structures Congress 2017: Bridges and Transportation Structures - Selected Papers from the Structures Congress 2017},
    year={2017},
    pages={340-352},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019120121&partnerID=40&md5=4dda69980c80c17db0863de9dc248e82},
    affiliation={Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801, United States},
    }
  • [DOI] L. Tang, S. Cong, X. Ling, and N. Ju, “The boundary conditions for simulations of a shake-table experiment on the seismic response of 3d slope,” Earthquake engineering and engineering vibration, vol. 16, iss. 1, pp. 23-32, 2017.
    [Bibtex]
    @ARTICLE{Tang201723,
    author={Tang, L. and Cong, S. and Ling, X. and Ju, N.},
    title={The boundary conditions for simulations of a shake-table experiment on the seismic response of 3D slope},
    journal={Earthquake Engineering and Engineering Vibration},
    year={2017},
    volume={16},
    number={1},
    pages={23-32},
    doi={10.1007/s11803-016-0363-8},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85010637357&doi=10.1007%2fs11803-016-0363-8&partnerID=40&md5=99341fde904613c38902f4f4fa34eeb2},
    affiliation={School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China; State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, 610069, China; School of Civil Engineering, Qingdao Technological University, Qingdao, 266033, China},
    }
  • [DOI] P. Mortazavi, X. Huang, O. -S. Kwon, and C. Christopoulos, “An overview of the university of toronto simulation (ut-sim) framework and its application to the performance assessment of structures.” 2017, pp. 503-523.
    [Bibtex]
    @CONFERENCE{Mortazavi2017503,
    author={Mortazavi, P. and Huang, X. and Kwon, O.-S. and Christopoulos, C.},
    title={An overview of the university of toronto simulation (UT-SIM) framework and its application to the performance assessment of structures},
    journal={International Conference on Advances in Experimental Structural Engineering},
    year={2017},
    volume={2017-September},
    pages={503-523},
    doi={10.7414/7aese.T4.71},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050930136&doi=10.7414%2f7aese.T4.71&partnerID=40&md5=131c326da4ff771e88f9c5bcb05e697b},
    affiliation={Department of Civil Engineering, University of Toronto, 35 St. George St., Toronto, Canada},
    }
  • Y. Xu, H. Guan, H. Karampour, Y. -C. Loo, and X. J. Zhou, “Earthquake-resistant performance of a steel frame model with inverse-chevron buckling restrained braces.” 2017, pp. 663-668.
    [Bibtex]
    @CONFERENCE{Xu2017663,
    author={Xu, Y. and Guan, H. and Karampour, H. and Loo, Y.-C. and Zhou, X.J.},
    title={Earthquake-resistant performance of a steel frame model with inverse-chevron buckling restrained braces},
    journal={Mechanics of Structures and Materials: Advancements and Challenges - Proceedings of the 24th Australasian Conference on the Mechanics of Structures and Materials, ACMSM24 2016},
    year={2017},
    pages={663-668},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85035065102&partnerID=40&md5=4581eeceaac86d67d2139099bb7c8694},
    affiliation={Griffith School of Engineering, Griffith UniversityQLD, Australia; School of Civil Engineering, Shandong Jianzhu UniversityShandong, China},
    }
  • [DOI] R. M. Oinam, R. Sugumar, and D. R. Sahoo, “A comparative study of seismic performance of rc frames with masonry infills.” 2017, pp. 1784-1791.
    [Bibtex]
    @CONFERENCE{Oinam20171784,
    author={Oinam, R.M. and Sugumar, R. and Sahoo, D.R.},
    title={A Comparative Study of Seismic Performance of RC Frames with Masonry Infills},
    journal={Procedia Engineering},
    year={2017},
    volume={173},
    pages={1784-1791},
    doi={10.1016/j.proeng.2016.12.220},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85017017793&doi=10.1016%2fj.proeng.2016.12.220&partnerID=40&md5=88863d1f947747a0d220209d9ca2965e},
    affiliation={Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, 110016, India},
    }
  • [DOI] C. A. Basagiannis and M. S. Williams, “Application of elastomeric dampers to steel moment resisting frames.” 2017, pp. 5000-5013.
    [Bibtex]
    @CONFERENCE{Basagiannis20175000,
    author={Basagiannis, C.A. and Williams, M.S.},
    title={Application of elastomeric dampers to steel moment resisting frames},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={2},
    pages={5000-5013},
    doi={10.7712/120117.5779.18169},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042311494&doi=10.7712%2f120117.5779.18169&partnerID=40&md5=0592357d088e1107febb55e87ceafe81},
    affiliation={Department of Engineering Science, University of Oxford, Oxford, United Kingdom},
    }
  • [DOI] S. Jia, W. Cao, and Y. Zhang, “Damage index calibration of frame-supported concealed multi-ribbedwall panels with energy-efficient blocks,” Applied sciences (switzerland), vol. 7, iss. 5, 2017.
    [Bibtex]
    @ARTICLE{Jia2017,
    author={Jia, S. and Cao, W. and Zhang, Y.},
    title={Damage index calibration of frame-supported concealed multi-ribbedwall panels with energy-efficient blocks},
    journal={Applied Sciences (Switzerland)},
    year={2017},
    volume={7},
    number={5},
    doi={10.3390/app7050453},
    art_number={453},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019103450&doi=10.3390%2fapp7050453&partnerID=40&md5=7f76461ff283e6329d139670626e64e7},
    affiliation={School of Engineering and Technology, China University of Geosciences (Beijing), No. 29, Xueyuan Road, Haidian District, Beijing, 100083, China; College of Architecture and Civil Engineering, Beijing University of Technology, No. 100, Pingleyuan, Chaoyang District, Beijing, 100124, China; Academy of Railway Sciences, Scientific and Technological Information Research Institute, No. 2, Daliushu Road, Haidian District, Beijing, 100081, China},
    }
  • [DOI] R. Eskandari, D. Vafaei, J. Vafaei, and M. E. Shemshadian, “Nonlinear static and dynamic behavior of reinforced concrete steel-braced frames,” Earthquake and structures, vol. 12, iss. 2, pp. 191-200, 2017.
    [Bibtex]
    @ARTICLE{Eskandari2017191,
    author={Eskandari, R. and Vafaei, D. and Vafaei, J. and Shemshadian, M.E.},
    title={Nonlinear static and dynamic behavior of reinforced concrete steel-braced frames},
    journal={Earthquake and Structures},
    year={2017},
    volume={12},
    number={2},
    pages={191-200},
    doi={10.12989/eas.2017.12.2.191},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85013466938&doi=10.12989%2feas.2017.12.2.191&partnerID=40&md5=383cb65173fef9c72b2d682a7bbfb838},
    affiliation={Department of Civil Engineering, Chabahar Maritime University, Chabahar, Iran; Department of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, Iran; Department of Civil, Environmental and Geo-Engineering, University of Minnesota (Twin Cities), Minneapolis, United States},
    }
  • [DOI] A. Miano, F. Jalayer, and A. Prota, “Considering structural modelling uncertainties using bayesian cloud analysis.” 2017, pp. 1857-1879.
    [Bibtex]
    @CONFERENCE{Miano20171857,
    author={Miano, A. and Jalayer, F. and Prota, A.},
    title={Considering structural modelling uncertainties using Bayesian cloud analysis},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={1857-1879},
    doi={10.7712/120117.5533.17990},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042519731&doi=10.7712%2f120117.5533.17990&partnerID=40&md5=fa935f93dc03e25b82ddaae4d5f86e56},
    affiliation={Department of Structures for Engineering and Architecture, University of Naples “Federico II”, Via Claudio 21, Naples, 80125, Italy},
    }
  • M. Shahnewaz, T. Tannert, M. S. Alam, and M. Popovski, “Seismic performance of cross laminated timber (clt) platform building by incremental dynamic analysis.” 2017, pp. 430-436.
    [Bibtex]
    @CONFERENCE{Shahnewaz2017430,
    author={Shahnewaz, Md. and Tannert, T. and Alam, M.S. and Popovski, M.},
    title={Seismic performance of Cross Laminated Timber (CLT) platform building by Incremental Dynamic Analysis},
    journal={IABSE Conference, Vancouver 2017: Engineering the Future - Report},
    year={2017},
    pages={430-436},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050029703&partnerID=40&md5=57dcf96160a42e70307a4023546474e8},
    affiliation={University of British Columbia, Canada; University of Northern British Columbia, Canada; FPInnovations, Advanced Building Systems, Canada},
    }
  • A. Ebrahimpour and B. Earles, “Seismic performance of columns with grouted couplers in idaho bridges.” 2017, pp. 1817-1823.
    [Bibtex]
    @CONFERENCE{Ebrahimpour20171817,
    author={Ebrahimpour, A. and Earles, B.},
    title={Seismic performance of columns with grouted couplers in Idaho Bridges},
    journal={IABSE Conference, Vancouver 2017: Engineering the Future - Report},
    year={2017},
    pages={1817-1823},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050024990&partnerID=40&md5=96a3f9c92ff6ddcc6a0c4034772720a6},
    affiliation={Idaho State University, Pocatello, ID, United States},
    }
  • [DOI] S. Kamalzare and C. G. Olgun, “Numerical modeling of columnar-reinforced ground behavior during dynamic centrifuge testing.” 2017, pp. 39-48.
    [Bibtex]
    @CONFERENCE{Kamalzare201739,
    author={Kamalzare, S. and Olgun, C.G.},
    title={Numerical modeling of columnar-reinforced ground behavior during dynamic centrifuge testing},
    journal={Geotechnical Special Publication},
    year={2017},
    number={GSP 277},
    pages={39-48},
    doi={10.1061/9780784480441.005},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018731821&doi=10.1061%2f9780784480441.005&partnerID=40&md5=7449221dee55b0bfeb51b4188aa37696},
    affiliation={Virginia Tech, Dept. of Civil and Environmental Engineering, 111 Patton Hall, Blacksburg, VA 24061, United States; Virginia Tech, Dept. of Civil and Environmental Engineering, 111A Patton Hall, Blacksburg, VA 24061, United States},
    }
  • A. Kalantari and S. Rezaei, “Effects of corrosion by chloride ion on time-dependent seismic reliability of rc bridges in persian gulf zone.” 2017, pp. 2074-2081.
    [Bibtex]
    @CONFERENCE{Kalantari20172074,
    author={Kalantari, A. and Rezaei, S.},
    title={Effects of corrosion by chloride ion on time-dependent seismic reliability of RC bridges in Persian gulf zone},
    journal={Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016},
    year={2017},
    pages={2074-2081},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018637908&partnerID=40&md5=545d0c5d9ac47f70b833520ee568a9c1},
    affiliation={International Institute of Earthquake Engineering and Seismology, Tehran, Iran; Department of Civil Engineering, South Tehran Branch, Islamic Azad University, Tehran, Iran},
    }
  • [DOI] F. Soleimani, S. Mangalathu, and R. Desroches, “Seismic resilience of concrete bridges with flared columns.” 2017, pp. 3065-3070.
    [Bibtex]
    @CONFERENCE{Soleimani20173065,
    author={Soleimani, F. and Mangalathu, S. and Desroches, R.},
    title={Seismic Resilience of Concrete Bridges with Flared Columns},
    journal={Procedia Engineering},
    year={2017},
    volume={199},
    pages={3065-3070},
    doi={10.1016/j.proeng.2017.09.417},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029897468&doi=10.1016%2fj.proeng.2017.09.417&partnerID=40&md5=4900bea8481d4147f8f0ef3e34efcc12},
    affiliation={School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332, United States},
    }
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    [Bibtex]
    @ARTICLE{Wang201789,
    author={Wang, N. and Shi, Q.-X.},
    title={Shear model and nolinear analysis of rc beam-column joint with high-strength stirrups},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    number={7},
    pages={89-96},
    doi={10.6052/j.issn.1000-4750.2016.01.0030},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029406254&doi=10.6052%2fj.issn.1000-4750.2016.01.0030&partnerID=40&md5=6f191b0ff685be74cea342146144dfd7},
    affiliation={School of Architecture, Linyi University, Linyi, Shandong 276000, China; School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, Shaanxi 710055, China},
    }
  • P. Ni and Y. Xia, Decentralized damage detection for nonlinear structures, , 2017.
    [Bibtex]
    @BOOK{Ni20171369,
    author={Ni, P. and Xia, Y.},
    title={Decentralized damage detection for nonlinear structures},
    journal={Mechanics of Structures and Materials: Advancements and Challenges - Proceedings of the 24th Australasian Conference on the Mechanics of Structures and Materials, ACMSM24 2016},
    year={2017},
    pages={1369-1374},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85036475909&partnerID=40&md5=cff02fe193ecfa32dbcc49466e13b421},
    affiliation={Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong},
    }
  • [DOI] N. ∅ystad-Larsen, E. Erduran, and A. M. Kaynia, “Evaluation of effect of confinement on the collapse probability of reinforced concrete frames subjected to earthquakes.” 2017, pp. 784-789.
    [Bibtex]
    @CONFERENCE{∅ystad-Larsen2017784,
    author={∅ystad-Larsen, N. and Erduran, E. and Kaynia, A.M.},
    title={Evaluation of effect of confinement on the collapse probability of reinforced concrete frames subjected to earthquakes},
    journal={Procedia Engineering},
    year={2017},
    volume={199},
    pages={784-789},
    doi={10.1016/j.proeng.2017.09.074},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029910539&doi=10.1016%2fj.proeng.2017.09.074&partnerID=40&md5=add01b8ae608bc21e0a80fcbc9c8ee95},
    affiliation={Department of Structural Engineering, NTNU, Norwegian University of Technology and Natural Science, Trondheim, 7491, Norway; Ramboll, Oslo, 0213, Norway; Norwegian Geotechnical Institute, Oslo, Norway},
    }
  • [DOI] S. Kechidi, N. Bourahla, and J. M. Castro, “Seismic design procedure for cold-formed steel sheathed shear wall frames: proposal and evaluation,” Journal of constructional steel research, vol. 128, pp. 219-232, 2017.
    [Bibtex]
    @ARTICLE{Kechidi2017219,
    author={Kechidi, S. and Bourahla, N. and Castro, J.M.},
    title={Seismic design procedure for cold-formed steel sheathed shear wall frames: Proposal and evaluation},
    journal={Journal of Constructional Steel Research},
    year={2017},
    volume={128},
    pages={219-232},
    doi={10.1016/j.jcsr.2016.08.018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84984645656&doi=10.1016%2fj.jcsr.2016.08.018&partnerID=40&md5=fea161878ab547beb1a55181e73f0203},
    affiliation={Geomaterials and Civil Engineering Laboratory, Department of Civil Engineering, Faculty of Technology, University of Blida 1, P.O. Box 270, Blida, 09000, Algeria; Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias s/n, Porto, 4200-465, Portugal},
    }
  • M. Gerami and A. A. Darestani, “Investigation on seismic effects of near-field ground motions on damage of steel moment frames using cumulative damage index,” Asian journal of civil engineering, vol. 18, iss. 5, pp. 823-835, 2017.
    [Bibtex]
    @ARTICLE{Gerami2017823,
    author={Gerami, M. and Darestani, A.A.},
    title={Investigation on seismic effects of near-field ground motions on damage of steel moment frames using cumulative damage index},
    journal={Asian Journal of Civil Engineering},
    year={2017},
    volume={18},
    number={5},
    pages={823-835},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85022324190&partnerID=40&md5=3012b1d95f6541b3c59d7d39fe761997},
    affiliation={Civil Engineering Department, Faculty of Engineering, Semnan University, Iran; Earthquake Engineering, Faculty of Civil Engineering, Semnan University, Iran},
    }
  • [DOI] M. Abbasi and M. A. Moustafa, “Effect of shear keys on seismic response of irregular bridge configurations,” Transportation research record, vol. 2642, iss. 1, pp. 155-165, 2017.
    [Bibtex]
    @ARTICLE{Abbasi2017155,
    author={Abbasi, M. and Moustafa, M.A.},
    title={Effect of shear keys on seismic response of irregular bridge configurations},
    journal={Transportation Research Record},
    year={2017},
    volume={2642},
    number={1},
    pages={155-165},
    doi={10.3141/2642-17},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057973948&doi=10.3141%2f2642-17&partnerID=40&md5=d4b6095d5c5b00f5c1ec481ed7da474d},
    affiliation={Department of Civil and Environmental Engineering, University of Nevada, Reno, MS 0258, Reno, NV 89557, United States},
    }
  • [DOI] B. Asgarian and B. Ordoubadi, “Probabilistic evaluation of seismic performance for a steel moment frame using damage indices.” 2017, pp. 1779-1796.
    [Bibtex]
    @CONFERENCE{Asgarian20171779,
    author={Asgarian, B. and Ordoubadi, B.},
    title={Probabilistic evaluation of seismic performance for a steel moment frame using damage indices},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={1779-1796},
    doi={10.7712/120117.5528.17007},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042476884&doi=10.7712%2f120117.5528.17007&partnerID=40&md5=59061d0dc8f58273afa551e8ce3acb13},
    affiliation={K.N.Toosi University of Technology, Department of Civil Engineering, Iran; K.N.Toosi University of Technology, Department of Civil Engineering, Iran},
    }
  • [DOI] J. Liu and M. Yamanari, “Downsizing of members through numerical analysis of steel multi-storied frame with passive friction dampers at base.” 2017, pp. 4331-4341.
    [Bibtex]
    @CONFERENCE{Liu20174331,
    author={Liu, J. and Yamanari, M.},
    title={Downsizing of members through numerical analysis of steel multi-storied frame with passive friction dampers at base},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={2},
    pages={4331-4341},
    doi={10.7712/120117.5727.17270},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042254098&doi=10.7712%2f120117.5727.17270&partnerID=40&md5=ca077f149a44d17b02d92792b4e2e6f8},
    affiliation={Graduate School of Science and Technology, Kumamoto University, 2-39-1 Kurokami, Chuo-ku, Kumamoto, 860-8555, Japan; Faculty of Advanced Science and Technology, Division of Material Science, Building Structure and Disaster Prevention, Kumamoto University, 2-39-1 Kurokami, Chuo-ku, Kumamoto, 860-8555, Japan},
    }
  • [DOI] S. Karimzadeh, K. Kadaş, A. Askan, M. Altuǧ Erberik, and A. Yakut, “A study on fragility analyses of masonry buildings in erzincan (turkey) utilizing simulated and real ground motion records.” 2017, pp. 188-193.
    [Bibtex]
    @CONFERENCE{Karimzadeh2017188,
    author={Karimzadeh, S. and Kadaş, K. and Askan, A. and Altuǧ Erberik, M. and Yakut, A.},
    title={A study on fragility analyses of masonry buildings in Erzincan (Turkey) utilizing simulated and real ground motion records},
    journal={Procedia Engineering},
    year={2017},
    volume={199},
    pages={188-193},
    doi={10.1016/j.proeng.2017.09.237},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029900334&doi=10.1016%2fj.proeng.2017.09.237&partnerID=40&md5=42fc5b23a4a19a6ad1c16b34ad05beb8},
    affiliation={Middle East Technical University, Department of Civil Engineering, Universiteler, Dumlupinar Bulvari No:1, Cankaya, Ankara, 06800, Turkey},
    }
  • [DOI] R. M. Hessabi, O. Mercan, and B. Ozturk, “Exploring the effects of tuned mass dampers on the seismic performance of structures with nonlinear base isolation systems,” Earthquake and structures, vol. 12, iss. 3, pp. 285-296, 2017.
    [Bibtex]
    @ARTICLE{Hessabi2017285,
    author={Hessabi, R.M. and Mercan, O. and Ozturk, B.},
    title={Exploring the effects of tuned mass dampers on the seismic performance of structures with nonlinear base isolation systems},
    journal={Earthquake and Structures},
    year={2017},
    volume={12},
    number={3},
    pages={285-296},
    doi={10.12989/eas.2017.12.3.285},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85016434724&doi=10.12989%2feas.2017.12.3.285&partnerID=40&md5=6c5161c8f8988c8d8e335545948ac809},
    affiliation={Department of Civil Engineering, University of Toronto, 35 St. George Street, Toronto, ON M5S 1A4, Canada; Civil Engineering Department, Hacettepe University, Ankara, Turkey},
    }
  • [DOI] M. Donà, A. H. Muhr, G. Tecchio, S. Salvia, and C. Modena, “Effectiveness of the rbrl isolation system: evidences from seismic tests and numerical simulation.” 2017, pp. 391-406.
    [Bibtex]
    @CONFERENCE{Dona2017391,
    author={Donà, M. and Muhr, A.H. and Tecchio, G. and Salvia, S. and Modena, C.},
    title={Effectiveness of the RBRL isolation system: evidences from seismic tests and numerical simulation},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={391-406},
    doi={10.7712/120117.5428.18432},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042506277&doi=10.7712%2f120117.5428.18432&partnerID=40&md5=aec9a113d3ca16c234a38e1d498d5c42},
    affiliation={Department ICEA, University of Padova, Via F. Marzolo, 9, Padova, 35131, Italy; Tun Abdul Razak Research Centre, TARRC Brickendonbury, Hertford, SG13 8NL, United Kingdom},
    }
  • [DOI] K. Nezamisavojbolaghi, M. Hosseini, and A. Shafiei, “Numerical modeling of infills in asymmetric steel moment frames for their dynamic analysis with progressive collapse approach.” 2017, pp. 1403-1418.
    [Bibtex]
    @CONFERENCE{Nezamisavojbolaghi20171403,
    author={Nezamisavojbolaghi, K. and Hosseini, M. and Shafiei, A.},
    title={Numerical modeling of infills in asymmetric steel moment frames for their dynamic analysis with progressive collapse approach},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={1403-1418},
    doi={10.7712/120117.5501.17848},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042493268&doi=10.7712%2f120117.5501.17848&partnerID=40&md5=35794ed6899addf80cdd714c6132de85},
    affiliation={Department of Civil Engineering, Mahabad Branch, Islamic Azad University, Mahabad, Iran; Structural Engineering Research Center, International Institute of Earthquake, Tehran, Iran; Department of Civil Engineering, Mahabad Branch, Islamic Azad University, Mahabad, Iran},
    }
  • [DOI] A. Verma and D. R. Sahoo, “Estimation of lateral force contribution of boundary elements in steel plate shear wall systems,” Earthquake engineering and structural dynamics, vol. 46, iss. 7, pp. 1081-1098, 2017.
    [Bibtex]
    @ARTICLE{Verma20171081,
    author={Verma, A. and Sahoo, D.R.},
    title={Estimation of lateral force contribution of boundary elements in steel plate shear wall systems},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2017},
    volume={46},
    number={7},
    pages={1081-1098},
    doi={10.1002/eqe.2845},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85006172653&doi=10.1002%2feqe.2845&partnerID=40&md5=6ef34a234f6c776adf0563a9413a1a39},
    affiliation={Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, 110016, India},
    }
  • [DOI] L. -B. Chen, H. -H. Wang, and Y. Gu, “Seismic vulnerability models of piers under near-fault ground motions.” 2017, pp. 4452-4463.
    [Bibtex]
    @CONFERENCE{Chen20174452,
    author={Chen, L.-B. and Wang, H.-H. and Gu, Y.},
    title={Seismic vulnerability models of piers under near-fault ground motions},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={2},
    pages={4452-4463},
    doi={10.7712/120117.5737.17350},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042293195&doi=10.7712%2f120117.5737.17350&partnerID=40&md5=3fa9ea5322a46f9d043a72a76c9c6143},
    affiliation={Civil Engineering College, Fuzhou University, Xueyuan Road No.2, University Town, Fuzhou City, Fujian Province, China},
    }
  • [DOI] A. M. Avossa, C. Demartino, and F. Ricciardelli, “Assessment of the peak response of a 5mw hawt under combined wind and seismic induced loads,” Open construction and building technology journal, vol. 11, pp. 441-457, 2017.
    [Bibtex]
    @ARTICLE{Avossa2017441,
    author={Avossa, A.M. and Demartino, C. and Ricciardelli, F.},
    title={Assessment of the peak response of a 5MW HAWT under combined wind and seismic induced loads},
    journal={Open Construction and Building Technology Journal},
    year={2017},
    volume={11},
    pages={441-457},
    doi={10.2174/1874836801711010441},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85040035991&doi=10.2174%2f1874836801711010441&partnerID=40&md5=88e2adbcfac0e7051320a89ea1793211},
    affiliation={Department of Civil Engineering, Design, Building and Environment, University of Campania Luigi Vanvitelli, Aversa, Caserta, Italy; College of Civil Engineering, Nanjing Tech University, Nanjing, Jiangsu, China},
    }
  • [DOI] A. Tsiavos, D. Schlatter, T. Markic, and B. Stojadinovic, “Experimental and analytical investigation of the inelastic behavior of structures isolated using friction pendulum bearings.” 2017, pp. 465-470.
    [Bibtex]
    @CONFERENCE{Tsiavos2017465,
    author={Tsiavos, A. and Schlatter, D. and Markic, T. and Stojadinovic, B.},
    title={Experimental and analytical investigation of the inelastic behavior of structures isolated using friction pendulum bearings},
    journal={Procedia Engineering},
    year={2017},
    volume={199},
    pages={465-470},
    doi={10.1016/j.proeng.2017.09.047},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029907792&doi=10.1016%2fj.proeng.2017.09.047&partnerID=40&md5=b8c46e8f88fec9d92754313bcf84f3df},
    affiliation={Institute of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zürich, HIL, E 12. 1, Stefano -Franscini-Platz 5, Zürich, 8093, Switzerland},
    }
  • Y. Wang, L. Ibarra, and C. Pantelides, “Effects of ground motion incidence angles in a reinforced concrete skewed bridge retrofitted with bucking restrained braces.” 2017, pp. 481-493.
    [Bibtex]
    @CONFERENCE{Wang2017481,
    author={Wang, Y. and Ibarra, L. and Pantelides, C.},
    title={Effects of Ground Motion Incidence Angles in a Reinforced Concrete Skewed Bridge Retrofitted with Bucking Restrained Braces},
    journal={Structures Congress 2017: Bridges and Transportation Structures - Selected Papers from the Structures Congress 2017},
    year={2017},
    pages={481-493},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019077217&partnerID=40&md5=98ceac44e2ba0933f17d69a8fb7cd516},
    affiliation={Dept. of Civil and Environmental Engineering, Univ. of Utah, Salt Lake City, UT 84112, United States},
    }
  • S. Jafari and S. S. Mahini, “Effect of frp length on damage and seismic performance of retrofitted ordinary rc frames.” 2017, pp. 951-960.
    [Bibtex]
    @CONFERENCE{Jafari2017951,
    author={Jafari, S. and Mahini, S.S.},
    title={Effect of FRP length on damage and seismic performance of retrofitted ordinary RC frames},
    journal={SHMII 2017 - 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Proceedings},
    year={2017},
    pages={951-960},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050165849&partnerID=40&md5=c87c8a0185af3cd339d6300a949d16d7},
    affiliation={Department of Civil Engineering, Shiraz University of Techlogy, Iran; Discipline of Civil and Environmental Engineering, University of New England, Australia},
    }
  • [DOI] M. Zahedi and S. Eshghi, “Seismic collapse risk assessment of mid-rise concrete buildings in tehran megacity.” 2017, pp. 1450-1463.
    [Bibtex]
    @CONFERENCE{Zahedi20171450,
    author={Zahedi, M. and Eshghi, S.},
    title={Seismic collapse risk assessment of mid-rise concrete buildings in Tehran megacity},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={1450-1463},
    doi={10.7712/120117.5505.18294},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042488426&doi=10.7712%2f120117.5505.18294&partnerID=40&md5=692e9edd7049b714a7c5d823ca95a370},
    affiliation={Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology (IIEES), No. 21, Arghavan St., North Dibajie, Farmanieh, Tehran, Iran},
    }
  • [DOI] V. Angelidakis, V. Kardoutsou, I. Psycharis, and I. Taflampas, “Investigation of the effect of directivity pulses on the seismic response of a curved rc bridge.” 2017, pp. 2985-2990.
    [Bibtex]
    @CONFERENCE{Angelidakis20172985,
    author={Angelidakis, V. and Kardoutsou, V. and Psycharis, I. and Taflampas, I.},
    title={Investigation of the effect of directivity pulses on the seismic response of a curved RC bridge},
    journal={Procedia Engineering},
    year={2017},
    volume={199},
    pages={2985-2990},
    doi={10.1016/j.proeng.2017.09.539},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029898119&doi=10.1016%2fj.proeng.2017.09.539&partnerID=40&md5=1bde84910021bc7ff27257c39fe44f09},
    affiliation={School of Civil Engineering, National Technical University of Athens, Heroon Polytechneiou 9, Zografou, 15780, Greece},
    }
  • [DOI] M. T. De Risi, P. Ricci, and G. M. Verderame, “Cyclic response and nonlinar modeling of exterior unreinforced rc beam-column joints with plain longitudinal bars.” 2017, pp. 1590-1605.
    [Bibtex]
    @CONFERENCE{DeRisi20171590,
    author={De Risi, M.T. and Ricci, P. and Verderame, G.M.},
    title={Cyclic response and nonlinar modeling of exterior unreinforced rc beam-column joints with plain longitudinal bars},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={1590-1605},
    doi={10.7712/120117.5515.17511},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85025093069&doi=10.7712%2f120117.5515.17511&partnerID=40&md5=0d22ad918d851dfc9393668dfe57a373},
    affiliation={University of Naples Federico II, Department of Structures for Engineering and Architecture, via Claudio, 21, Naples, 80125, Italy},
    }

2016

  • C. -X. Xia and C. -G. Liu, “Seismic risk evaluation of pc simply-supported beam bridges based on hazus,” Bridge construction, vol. 46, iss. 6, pp. 61-66, 2016.
    [Bibtex]
    @ARTICLE{Xia201661,
    author={Xia, C.-X. and Liu, C.-G.},
    title={Seismic risk evaluation of PC simply-supported beam bridges based on HAZUS},
    journal={Bridge Construction},
    year={2016},
    volume={46},
    number={6},
    pages={61-66},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85008930043&partnerID=40&md5=4974fc54e6d12fdcb50996a620acc807},
    affiliation={Institute of Earthquake Engineering, Dalian University of Technology, Dalian, 116024, China; State Key Laboratory of Coastal and Offshore Engineering, Dalian, 116024, China},
    }
  • [DOI] W. Yuan, Z. Wang, Y. Pang, and J. Zhong, “Seismic fragility analysis of a continuous girder bridge subject to an earthquake mainshock-aftershock sequence,” Harbin gongcheng daxue xuebao/journal of harbin engineering university, vol. 37, iss. 12, pp. 1671-1676, 2016.
    [Bibtex]
    @ARTICLE{Yuan20161671,
    author={Yuan, W. and Wang, Z. and Pang, Y. and Zhong, J.},
    title={Seismic fragility analysis of a continuous girder bridge subject to an earthquake mainshock-aftershock sequence},
    journal={Harbin Gongcheng Daxue Xuebao/Journal of Harbin Engineering University},
    year={2016},
    volume={37},
    number={12},
    pages={1671-1676},
    doi={10.11990/jheu.201509064},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85013249634&doi=10.11990%2fjheu.201509064&partnerID=40&md5=35397d647aae299a0b96d066e8812417},
    affiliation={State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • [DOI] S. A. Jalali and M. Banazadeh, “Computer-based evaluation of design methods used for a steel plate shear wall system,” Structural design of tall and special buildings, vol. 25, iss. 17, pp. 904-925, 2016.
    [Bibtex]
    @ARTICLE{Jalali2016904,
    author={Jalali, S.A. and Banazadeh, M.},
    title={Computer-based evaluation of design methods used for a steel plate shear wall system},
    journal={Structural Design of Tall and Special Buildings},
    year={2016},
    volume={25},
    number={17},
    pages={904-925},
    doi={10.1002/tal.1290},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84978193856&doi=10.1002%2ftal.1290&partnerID=40&md5=26edbb11880e83daf17ba794602b3fac},
    affiliation={Department of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, Iran},
    }
  • J. Su, W. Li, and J. Zhang, “Finite element analysis of seismic performance of superhigh toughness cementitious composites reinforced frame joints,” World information on earthquake engineering, vol. 32, iss. 4, pp. 50-55, 2016.
    [Bibtex]
    @ARTICLE{Su201650,
    author={Su, J. and Li, W. and Zhang, J.},
    title={Finite element analysis of seismic performance of superhigh toughness cementitious composites reinforced frame joints},
    journal={World Information on Earthquake Engineering},
    year={2016},
    volume={32},
    number={4},
    pages={50-55},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85008957757&partnerID=40&md5=8903811b536c3acfbb7183aa95b5a512},
    affiliation={Civil Engineering and Building Academy, Hubei University of Technology, Wuhan, 430068, China},
    }
  • [DOI] D. Forcellini, “3d numerical simulations of elastomeric bearings for bridges,” Innovative infrastructure solutions, vol. 1, iss. 1, 2016.
    [Bibtex]
    @ARTICLE{Forcellini2016,
    author={Forcellini, D.},
    title={3D Numerical simulations of elastomeric bearings for bridges},
    journal={Innovative Infrastructure Solutions},
    year={2016},
    volume={1},
    number={1},
    doi={10.1007/s41062-016-0045-4},
    art_number={45},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042472282&doi=10.1007%2fs41062-016-0045-4&partnerID=40&md5=bb2d2c3e2dbd3e57a4dd1b4b9b6b3d4a},
    affiliation={Università di San Marino, Via Salita alla Rocca 44, Montegiardino, San Marino},
    }
  • [DOI] M. Fardipour, E. Gad, S. Sivagnanasundram, P. Rajeev, A. Karunarathne, and J. Wilson, “Interaction analysis of waffle slabs supporting houses on expansive soil,” Innovative infrastructure solutions, vol. 1, iss. 1, 2016.
    [Bibtex]
    @ARTICLE{Fardipour2016,
    author={Fardipour, M. and Gad, E. and Sivagnanasundram, S. and Rajeev, P. and Karunarathne, A. and Wilson, J.},
    title={Interaction analysis of waffle slabs supporting houses on expansive soil},
    journal={Innovative Infrastructure Solutions},
    year={2016},
    volume={1},
    number={1},
    doi={10.1007/s41062-016-0021-z},
    art_number={20},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058524567&doi=10.1007%2fs41062-016-0021-z&partnerID=40&md5=e1ff8e95033179b35f7c76f7a5687ac1},
    affiliation={Department of Civil and Construction Engineering, Faculty of Science, Engineering and Technology, Swinburne University of Technology, Hawthorn, VIC, Australia; Powercor Network Services, Hawthorn, Australia},
    }
  • [DOI] M. F. M. Fahmy and O. A. Farghal, “Eccentricity-based design-oriented model of fiber-reinforced polymer-confined concrete for evaluation of load-carrying capacity of reinforced concrete rectangular columns,” Journal of reinforced plastics and composites, vol. 35, iss. 23, pp. 1734-1758, 2016.
    [Bibtex]
    @ARTICLE{Fahmy20161734,
    author={Fahmy, M.F.M. and Farghal, O.A.},
    title={Eccentricity-based design-oriented model of fiber-reinforced polymer-confined concrete for evaluation of load-carrying capacity of reinforced concrete rectangular columns},
    journal={Journal of Reinforced Plastics and Composites},
    year={2016},
    volume={35},
    number={23},
    pages={1734-1758},
    doi={10.1177/0731684416667239},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84995776308&doi=10.1177%2f0731684416667239&partnerID=40&md5=a5c9b47e1c7e5f71b33ab85cdccbecd3},
    affiliation={International Institute for Urban Systems Engineering, Southeast University, Nanjing, 210096, China; Civil Engineering Department, Assiut University, Egypt},
    }
  • Y. Li, Z. Chen, and J. Shi, “Comparative study between experiment and numerical simulation about lateral dynamic response of pile group in saturated sandy soil,” World information on earthquake engineering, vol. 32, iss. 4, pp. 215-222, 2016.
    [Bibtex]
    @ARTICLE{Li2016215,
    author={Li, Y. and Chen, Z. and Shi, J.},
    title={Comparative study between experiment and numerical simulation about lateral dynamic response of pile group in saturated sandy soil},
    journal={World Information on Earthquake Engineering},
    year={2016},
    volume={32},
    number={4},
    pages={215-222},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85008869241&partnerID=40&md5=3378ae17667e5003197261fd47c77985},
    affiliation={College of Civil and Transportation Engineering, Hebei University of Technology, Tianjin, 300401, China; Civil Engineering Technology Research Center of Hebei Province, Tianjin, 300401, China},
    }
  • E. Encina, Y. Lu, and R. S. Henry, “Axial elongation in ductile reinforced concrete walls,” Bulletin of the new zealand society for earthquake engineering, vol. 49, iss. 4, pp. 305-318, 2016.
    [Bibtex]
    @ARTICLE{Encina2016305,
    author={Encina, E. and Lu, Y. and Henry, R.S.},
    title={Axial elongation in ductile reinforced concrete walls},
    journal={Bulletin of the New Zealand Society for Earthquake Engineering},
    year={2016},
    volume={49},
    number={4},
    pages={305-318},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85008622698&partnerID=40&md5=b85dcae5547b91bf2ebc91c590b41976},
    affiliation={University of Auckland, Auckland, New Zealand},
    }
  • [DOI] Z. Guo, Y. Zhang, J. Lu, and J. Fan, “Stiffness degradation-based damage model for rc members and structures using fiber-beam elements,” Earthquake engineering and engineering vibration, vol. 15, iss. 4, pp. 697-714, 2016.
    [Bibtex]
    @ARTICLE{Guo2016697,
    author={Guo, Z. and Zhang, Y. and Lu, J. and Fan, J.},
    title={Stiffness degradation-based damage model for RC members and structures using fiber-beam elements},
    journal={Earthquake Engineering and Engineering Vibration},
    year={2016},
    volume={15},
    number={4},
    pages={697-714},
    doi={10.1007/s11803-016-0359-4},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84995767370&doi=10.1007%2fs11803-016-0359-4&partnerID=40&md5=d933f1a3fa7ac72a09a7fdcbc2e676f9},
    affiliation={School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan, 430074, China},
    }
  • [DOI] G. P. Balomenos and M. D. Pandey, “Finite element reliability and sensitivity analysis of structures using the multiplicative dimensional reduction method,” Structure and infrastructure engineering, vol. 12, iss. 12, pp. 1553-1565, 2016.
    [Bibtex]
    @ARTICLE{Balomenos20161553,
    author={Balomenos, G.P. and Pandey, M.D.},
    title={Finite element reliability and sensitivity analysis of structures using the multiplicative dimensional reduction method},
    journal={Structure and Infrastructure Engineering},
    year={2016},
    volume={12},
    number={12},
    pages={1553-1565},
    doi={10.1080/15732479.2016.1151446},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84959233310&doi=10.1080%2f15732479.2016.1151446&partnerID=40&md5=a6e6eb33e23ab2f4027f5854f3a8a9b5},
    affiliation={Department of Civil and Environmental Engineering, University of Waterloo, Waterloo, Canada},
    }
  • [DOI] H. -H. Yuan, Q. -X. Wu, B. -C. Chen, and H. -X. Cai, “Calculation method of load-displacement skeleton curve for uniform sectional cfst lattice column with flat lacing tube,” Gongcheng lixue/engineering mechanics, vol. 33, iss. 12, pp. 206-216, 2016.
    [Bibtex]
    @ARTICLE{Yuan2016206,
    author={Yuan, H.-H. and Wu, Q.-X. and Chen, B.-C. and Cai, H.-X.},
    title={Calculation method of load-displacement skeleton curve for uniform sectional CFST lattice column with flat lacing tube},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2016},
    volume={33},
    number={12},
    pages={206-216},
    doi={10.6052/j.issn.1000-4750.2015.08.0671},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85007422387&doi=10.6052%2fj.issn.1000-4750.2015.08.0671&partnerID=40&md5=b2aac8714671cdc3ead96bdd907ee063},
    affiliation={College of Civil Engineering, Fuzhou University, Fujian, Fuzhou 350116, China},
    }
  • [DOI] M. Abbasi, M. J. Abedini, B. Zakeri, and G. Ghodrati Amiri, “Seismic vulnerability assessment of a californian multi-frame curved concrete box girder viaduct using fragility curves,” Structure and infrastructure engineering, vol. 12, iss. 12, pp. 1585-1601, 2016.
    [Bibtex]
    @ARTICLE{Abbasi20161585,
    author={Abbasi, M. and Abedini, M.J. and Zakeri, B. and Ghodrati Amiri, G.},
    title={Seismic vulnerability assessment of a Californian multi-frame curved concrete box girder viaduct using fragility curves},
    journal={Structure and Infrastructure Engineering},
    year={2016},
    volume={12},
    number={12},
    pages={1585-1601},
    doi={10.1080/15732479.2016.1152586},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84962094329&doi=10.1080%2f15732479.2016.1152586&partnerID=40&md5=26e84eead2c9f8305a8d67a78b2c7a81},
    affiliation={Center of Excellence for Fundamental Studies in Structural Engineering, School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran},
    }
  • [DOI] C. Liu, W. Ren, and C. Xia, “Vulnerability analysis of offshore isolation bridges considering reinforcement corrosion,” Journal of natural disasters, vol. 25, iss. 6, pp. 120-129, 2016.
    [Bibtex]
    @ARTICLE{Liu2016120,
    author={Liu, C. and Ren, W. and Xia, C.},
    title={Vulnerability analysis of offshore isolation bridges considering reinforcement corrosion},
    journal={Journal of Natural Disasters},
    year={2016},
    volume={25},
    number={6},
    pages={120-129},
    doi={10.13577/j.jnd.2016.0615},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019033183&doi=10.13577%2fj.jnd.2016.0615&partnerID=40&md5=e5b0f0683e0a4f469e643a14a8cb6a19},
    affiliation={Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, 116024, China},
    }
  • C. -H. Tang, J. Ni, and M. -H. Cheng, “Research on restoring force model of unbonded partially prestressed concrete beams,” Hunan daxue xuebao/journal of hunan university natural sciences, vol. 43, iss. 11, pp. 55-60, 2016.
    [Bibtex]
    @ARTICLE{Tang201655,
    author={Tang, C.-H. and Ni, J. and Cheng, M.-H.},
    title={Research on restoring force model of unbonded partially prestressed concrete beams},
    journal={Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences},
    year={2016},
    volume={43},
    number={11},
    pages={55-60},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85002541937&partnerID=40&md5=48d4f68763a75558d5116ee156d964ae},
    affiliation={College of Civil Engineering, Hunan Univ, Changsha, Hunan 410082, China},
    }
  • [DOI] H. Ma, J. Xue, Y. Liu, and J. Dong, “Numerical analysis and horizontal bearing capacity of steel reinforced recycled concrete columns,” Steel and composite structures, vol. 22, iss. 4, pp. 797-820, 2016.
    [Bibtex]
    @ARTICLE{Ma2016797,
    author={Ma, H. and Xue, J. and Liu, Y. and Dong, J.},
    title={Numerical analysis and horizontal bearing capacity of steel reinforced recycled concrete columns},
    journal={Steel and Composite Structures},
    year={2016},
    volume={22},
    number={4},
    pages={797-820},
    doi={10.12989/scs.2016.22.4.797},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85006513075&doi=10.12989%2fscs.2016.22.4.797&partnerID=40&md5=1383c1f8fb440c72741c750855fce6f4},
    affiliation={School of Civil Engineering and Architecture, Xi'an University of Technology, Xi'an, China; School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, China},
    }
  • [DOI] M. Ezzeldin, L. Wiebe, and W. El-Dakhakhni, “Seismic collapse risk assessment of reinforced masonry walls with boundary elements using the fema p695 methodology,” Journal of structural engineering (united states), vol. 142, iss. 11, 2016.
    [Bibtex]
    @ARTICLE{Ezzeldin2016,
    author={Ezzeldin, M. and Wiebe, L. and El-Dakhakhni, W.},
    title={Seismic Collapse Risk Assessment of Reinforced Masonry Walls with Boundary Elements Using the FEMA P695 Methodology},
    journal={Journal of Structural Engineering (United States)},
    year={2016},
    volume={142},
    number={11},
    doi={10.1061/(ASCE)ST.1943-541X.0001579},
    art_number={04016108},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84991712542&doi=10.1061%2f%28ASCE%29ST.1943-541X.0001579&partnerID=40&md5=1243df6736f254599579601c907ed447},
    affiliation={Dept. of Civil Engineering, McMaster Univ., Hamilton, ON L8S 4L7, Canada},
    }
  • Q. Rong, J. Hou, L. Guo, and S. Zhang, “Structural response modification coefficient analysis of cfst frame-composite steel plate shear walls with two-side connections,” Tumu gongcheng xuebao/china civil engineering journal, vol. 49, pp. 45-50, 2016.
    [Bibtex]
    @ARTICLE{Rong201645,
    author={Rong, Q. and Hou, J. and Guo, L. and Zhang, S.},
    title={Structural response modification coefficient analysis of CFST frame-composite steel plate shear walls with two-side connections},
    journal={Tumu Gongcheng Xuebao/China Civil Engineering Journal},
    year={2016},
    volume={49},
    pages={45-50},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019031193&partnerID=40&md5=dcee540e15c97021815eb19fbc4e0a2a},
    affiliation={Harbin Institute of Technology, Harbin, 150090, China; Harbin University of Science and Technology, Harbin, 150080, China},
    }
  • [DOI] X. -W. Liang, Y. -J. Wang, Y. Tao, and M. -K. Deng, “Seismic performance of fiber-reinforced concrete interior beam-column joints,” Engineering structures, vol. 126, pp. 432-445, 2016.
    [Bibtex]
    @ARTICLE{Liang2016432,
    author={Liang, X.-W. and Wang, Y.-J. and Tao, Y. and Deng, M.-K.},
    title={Seismic performance of fiber-reinforced concrete interior beam-column joints},
    journal={Engineering Structures},
    year={2016},
    volume={126},
    pages={432-445},
    doi={10.1016/j.engstruct.2016.08.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84981308667&doi=10.1016%2fj.engstruct.2016.08.001&partnerID=40&md5=0244c3c83ebf32edfd5b3e71253ed6c1},
    affiliation={Department of Civil Engineering, Xi'an University of Architecture and Technology, Yanta Road 13#, Xi'an, 710055, China},
    }
  • [DOI] S. Chen, H. Zhong, and S. Gui, “Analysis on seismic response of lead rubber bearings in cable-stayed bridge,” Jiangsu daxue xuebao (ziran kexue ban)/journal of jiangsu university (natural science edition), vol. 37, iss. 6, pp. 724-729, 2016.
    [Bibtex]
    @ARTICLE{Chen2016724,
    author={Chen, S. and Zhong, H. and Gui, S.},
    title={Analysis on seismic response of lead rubber bearings in cable-stayed bridge},
    journal={Jiangsu Daxue Xuebao (Ziran Kexue Ban)/Journal of Jiangsu University (Natural Science Edition)},
    year={2016},
    volume={37},
    number={6},
    pages={724-729},
    doi={10.3969/j.issn.1671-7775.2016.06.018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84995612312&doi=10.3969%2fj.issn.1671-7775.2016.06.018&partnerID=40&md5=0cb0743a98d0a1adf66ce73f6d29f168},
    affiliation={School of Civil Engineering and Architecture, East China Jiao Tong University, Nanchang, Jiangxi 330013, China},
    }
  • [DOI] C. Wu, Z. Pan, and S. Meng, “Cyclic constitutive model for strain-hardening cementitious composites,” Magazine of concrete research, vol. 68, iss. 22, pp. 1133-1142, 2016.
    [Bibtex]
    @ARTICLE{Wu20161133,
    author={Wu, C. and Pan, Z. and Meng, S.},
    title={Cyclic constitutive model for strain-hardening cementitious composites},
    journal={Magazine of Concrete Research},
    year={2016},
    volume={68},
    number={22},
    pages={1133-1142},
    doi={10.1680/jmacr.15.00052},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84991619011&doi=10.1680%2fjmacr.15.00052&partnerID=40&md5=c1c36edbb35bf144484081608cdcc141},
    affiliation={School of Civil Engineering, Southeast University, Nanjing, China; College of Civil Engineering, Tongji University, Shanghai, China},
    }
  • [DOI] X. Cai, J. Wang, and S. Tian, “Seismic testing and finite element analysis on cfrp sheet retrofitted reinforcement concrete short columns with spiral hoop,” Shenyang jianzhu daxue xuebao (ziran kexue ban)/journal of shenyang jianzhu university (natural science), vol. 32, iss. 6, pp. 983-990, 2016.
    [Bibtex]
    @ARTICLE{Cai2016983,
    author={Cai, X. and Wang, J. and Tian, S.},
    title={Seismic testing and finite element analysis on CFRP sheet retrofitted reinforcement concrete short columns with spiral hoop},
    journal={Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science)},
    year={2016},
    volume={32},
    number={6},
    pages={983-990},
    doi={10.11717/j.issn:2095-1922.2016.06.03},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85017356957&doi=10.11717%2fj.issn%3a2095-1922.2016.06.03&partnerID=40&md5=7a4147d8de0ffb097a3dd06ff013d6b2},
    affiliation={School of Civil Engineering, Suzhou University of Science and Technology, Suzhou, 215011, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China},
    }
  • [DOI] T. Wu and Q. Sun, “Analysis of seismic damage to multiple-frame style curved girder bridges,” Zhendong yu chongji/journal of vibration and shock, vol. 35, iss. 20, pp. 111-118, 2016.
    [Bibtex]
    @ARTICLE{Wu2016111,
    author={Wu, T. and Sun, Q.},
    title={Analysis of seismic damage to multiple-frame style curved girder bridges},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2016},
    volume={35},
    number={20},
    pages={111-118},
    doi={10.13465/j.cnki.jvs.2016.20.018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84992457664&doi=10.13465%2fj.cnki.jvs.2016.20.018&partnerID=40&md5=a35eea417dc2f6f3cd47325745925f2a},
    affiliation={School of Civil Engineering, Northeast Forestry University, Harbin, 150040, China; Liaoning Provincial Transportation Planning & Design Institute, Shenyang, 110166, China},
    }
  • N. -L. Xiang and J. -Z. Li, “Research of proper design parameters of concrete shear keys for short and medium span beam bridges,” Bridge construction, vol. 46, iss. 5, pp. 41-46, 2016.
    [Bibtex]
    @ARTICLE{Xiang201641,
    author={Xiang, N.-L. and Li, J.-Z.},
    title={Research of proper design parameters of concrete shear keys for short and medium span beam bridges},
    journal={Bridge Construction},
    year={2016},
    volume={46},
    number={5},
    pages={41-46},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85012283339&partnerID=40&md5=41096bf739bc65ccf3b086648df93818},
    affiliation={State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • [DOI] T. Wu and Q. -S. Sun, “Study and analysis for seismic response of hinge in frame-style curved girder bridge,” Gongcheng lixue/engineering mechanics, vol. 33, iss. 10, p. 155-163 and 172, 2016.
    [Bibtex]
    @ARTICLE{Wu2016,
    author={Wu, T. and Sun, Q.-S.},
    title={Study and analysis for seismic response of hinge in frame-style curved girder bridge},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2016},
    volume={33},
    number={10},
    pages={155-163 and 172},
    doi={10.6052/j.issn.1000-4750.2015.03.0170},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84994378191&doi=10.6052%2fj.issn.1000-4750.2015.03.0170&partnerID=40&md5=c936e600e9c7d16ea2378e749fdb9547},
    affiliation={School of Civil Engineering, Northeast Forestry University, Harbin, 150040, China; Liaoning Provincial Transportation Planning & Design Institute, Shenyang, 110166, China},
    }
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    [Bibtex]
    @ARTICLE{He2016218,
    author={He, Z. and Zhu, Z.-Y. and Liu, T.-T.},
    title={Collapse safety margin analysis of single-layer spherical lattice shells considering consistent collapse probability},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2016},
    volume={33},
    number={10},
    pages={218-225},
    doi={10.6052/j.issn.1000-4750.2015.03.0225},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84994316456&doi=10.6052%2fj.issn.1000-4750.2015.03.0225&partnerID=40&md5=cfedcbb6fc1e0240dfb5d6f3a8d93823},
    affiliation={Department of Civil Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China; State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China},
    }
  • [DOI] Y. Gao, Q. Gu, Z. Qiu, and J. Wang, “Seismic response sensitivity analysis of coupled dam-reservoir-foundation systems,” Journal of engineering mechanics, vol. 142, iss. 10, 2016.
    [Bibtex]
    @ARTICLE{Gao2016,
    author={Gao, Y. and Gu, Q. and Qiu, Z. and Wang, J.},
    title={Seismic response sensitivity analysis of coupled dam-reservoir-foundation systems},
    journal={Journal of Engineering Mechanics},
    year={2016},
    volume={142},
    number={10},
    doi={10.1061/(ASCE)EM.1943-7889.0001124},
    art_number={04016070},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84988625048&doi=10.1061%2f%28ASCE%29EM.1943-7889.0001124&partnerID=40&md5=eb6ea5fb5a69be11e587fdd049a91862},
    affiliation={College of Civil Engineering, Huaqiao Univ., Xiamen, 361021, China; School of Architecture and Civil Engineering, Xiamen Univ., Xiamen, 361005, China; Department of Structural Engineering, Univ. of California at San Diego, 9500 Gilman Dr., La Jolla, CA 92093, United States; Department of Hydraulic Engineering, Tsinghua Univ., Beijing, 100084, China},
    }
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    [Bibtex]
    @ARTICLE{Choobbasti201661,
    author={Choobbasti, A.J. and Zahmatkesh, A.},
    title={Computation of degradation factors of p-y curves in liquefiable soils for analysis of piles using three-dimensional finite-element model},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2016},
    volume={89},
    pages={61-74},
    doi={10.1016/j.soildyn.2016.07.017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84982851969&doi=10.1016%2fj.soildyn.2016.07.017&partnerID=40&md5=099334bf9dd2b737e6dd3e0a97bf99eb},
    affiliation={Department of Civil Engineering, Babol University of Technology, Babol, Iran},
    }
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    [Bibtex]
    @ARTICLE{Mohanty2016,
    author={Mohanty, S. and Patra, N.R.},
    title={Liquefaction and Earthquake Response Analysis of Panipat Pond Ash Embankment in India},
    journal={Journal of Earthquake and Tsunami},
    year={2016},
    volume={10},
    number={4},
    doi={10.1142/S1793431116500093},
    art_number={1650009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84960180068&doi=10.1142%2fS1793431116500093&partnerID=40&md5=97ce6647677ee543ed539736ad16d757},
    affiliation={Geotechnical Engineering Laboratory, Earthquake Engineering Research Centre, International Institute of Information Technology Hyderabad, Hyderabad, 500032, India; Geotechnical Engineering Division, Department of Civil Engineering, Indian Institute of Technology Kanpur, Uttarpradesh, Kanpur, 208016, India},
    }
  • [DOI] H. -H. Yuan, Q. -X. Wu, B. -C. Chen, and Y. -H. Lü, “Aseismic performance test and fem analysis of uniform sectional cfst lattice column with flat lacing tubes,” Gongcheng lixue/engineering mechanics, vol. 33, iss. 10, pp. 226-235, 2016.
    [Bibtex]
    @ARTICLE{Yuan2016226,
    author={Yuan, H.-H. and Wu, Q.-X. and Chen, B.-C. and Lü, Y.-H.},
    title={Aseismic performance test and fem analysis of uniform sectional CFST lattice column with flat lacing tubes},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2016},
    volume={33},
    number={10},
    pages={226-235},
    doi={10.6052/j.issn.1000-4750.2015.05.0373},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84994236095&doi=10.6052%2fj.issn.1000-4750.2015.05.0373&partnerID=40&md5=4430d773159c6966945abdc925c58e1f},
    affiliation={Department of Civil Engineering, Fuzhou University, Fuzhou, 350108, China},
    }
  • C. -L. Cheng, D. -Y. Zhou, and L. -M. Zhu, “Numerical simulation and parameter analysis on seismic behavior of composite concrete and double steel plates shear walls with binding bars,” Hunan daxue xuebao/journal of hunan university natural sciences, vol. 43, iss. 9, pp. 10-17, 2016.
    [Bibtex]
    @ARTICLE{Cheng201610,
    author={Cheng, C.-L. and Zhou, D.-Y. and Zhu, L.-M.},
    title={Numerical simulation and parameter analysis on seismic behavior of composite concrete and double steel plates shear walls with binding bars},
    journal={Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences},
    year={2016},
    volume={43},
    number={9},
    pages={10-17},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84990046025&partnerID=40&md5=ff66d98d1fa00e15d40af348be3347bf},
    affiliation={Research Institute of Structural Engineering and Disaster Reduction, Tongji Univ, Shanghai, 200092, China; College of Civil Engineering, Qingdao Technological Univ, Qingdao, Shandong 266033, China},
    }
  • [DOI] H. Liu, P. Tan, S. Zhang, and F. Zhou, “Failure pattern analysis of an isolated continuous bridge,” Sichuan daxue xuebao (gongcheng kexue ban)/journal of sichuan university (engineering science edition), vol. 48, iss. 5, pp. 42-49, 2016.
    [Bibtex]
    @ARTICLE{Liu201642,
    author={Liu, H. and Tan, P. and Zhang, S. and Zhou, F.},
    title={Failure pattern analysis of an isolated continuous bridge},
    journal={Sichuan Daxue Xuebao (Gongcheng Kexue Ban)/Journal of Sichuan University (Engineering Science Edition)},
    year={2016},
    volume={48},
    number={5},
    pages={42-49},
    doi={10.15961/j.jsuese.2016.05.007},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84990036870&doi=10.15961%2fj.jsuese.2016.05.007&partnerID=40&md5=b3122fc4bc13e5ab00cb9629a8799185},
    affiliation={School of Civil Eng., Wuhan Univ., Wuhan, 430072, China; State Key Lab. for Seismic Control and Structural Safety (Cultivation Base), Guangzhou Univ., Guangzhou, 510405, China; School of Civil Eng. and Water Conservancy, Ningxia Univ., Yinchuan, 750000, China},
    }
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    [Bibtex]
    @ARTICLE{Gao201665,
    author={Gao, Y. and Liu, Y. and Mei, Z.},
    title={Development of two-dimensional viscoelastic boundary element based on OpenSees and its application},
    journal={Advances in Science and Technology of Water Resources},
    year={2016},
    volume={36},
    number={5},
    pages={65-68},
    doi={10.3880/j.issn.1006-7647.2016.05.012},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84984829158&doi=10.3880%2fj.issn.1006-7647.2016.05.012&partnerID=40&md5=c312dd99f99451b789415b43d0563214},
    affiliation={College of Civil Engineering, Huaqiao University, Xiamen, 361021, China; Key Laboratory for Structural Engineering and Disaster Prevention of Fujian Province, Xiamen, 361021, China},
    }
  • [DOI] L. Lu, P. R. Tadepalli, Y. L. Mo, and T. T. C. Hsu, “Simulation of prestressed steel fiber concrete beams subjected to shear,” International journal of concrete structures and materials, vol. 10, iss. 3, pp. 297-306, 2016.
    [Bibtex]
    @ARTICLE{Lu2016297,
    author={Lu, L. and Tadepalli, P.R. and Mo, Y.L. and Hsu, T.T.C.},
    title={Simulation of Prestressed Steel Fiber Concrete Beams Subjected to Shear},
    journal={International Journal of Concrete Structures and Materials},
    year={2016},
    volume={10},
    number={3},
    pages={297-306},
    doi={10.1007/s40069-016-0153-8},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85000786205&doi=10.1007%2fs40069-016-0153-8&partnerID=40&md5=c056457f5d8a66aa083307acd9fd778b},
    affiliation={Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai, 200092, China; American Global Maritime, Houston, TX 77079, United States; Department of Civil and Environmental Engineering, University of Houston, Houston, TX 77204, United States},
    }
  • L. Zheng, J. Chen, J. Li, and S. Liu, “Finite-element analysis of axial bearing capacity of circular steel tube with high strength concrete,” World information on earthquake engineering, vol. 32, iss. 3, pp. 171-178, 2016.
    [Bibtex]
    @ARTICLE{Zheng2016171,
    author={Zheng, L. and Chen, J. and Li, J. and Liu, S.},
    title={Finite-element analysis of axial bearing capacity of circular steel tube with high strength concrete},
    journal={World Information on Earthquake Engineering},
    year={2016},
    volume={32},
    number={3},
    pages={171-178},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84994491840&partnerID=40&md5=22e660ab76188291f0222e0e0b07e7c4},
    affiliation={College of Civil and Architectural Engineering, North China University of Science and Technology, Tangshan, Hebei 063009, China; Tangshan Institute of Green Building Industrial Technology, Tangshan, 063009, China; The Construction Department of Tianjin University of Science and Technology, Tianjin, 300457, China},
    }
  • [DOI] J. Zhong, Y. Pang, and W. Yuan, “Evaluation of optimal intensity measures in fragility analysis of cable-stayed bridges,” Tongji daxue xuebao/journal of tongji university, vol. 44, iss. 9, p. 1340-1346 and 1370, 2016.
    [Bibtex]
    @ARTICLE{Zhong2016,
    author={Zhong, J. and Pang, Y. and Yuan, W.},
    title={Evaluation of optimal intensity measures in fragility analysis of cable-stayed bridges},
    journal={Tongji Daxue Xuebao/Journal of Tongji University},
    year={2016},
    volume={44},
    number={9},
    pages={1340-1346 and 1370},
    doi={10.11908/j.issn.0253-374x.2016.09.006},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84991080651&doi=10.11908%2fj.issn.0253-374x.2016.09.006&partnerID=40&md5=b6eb2a86f0afdc89a186aebc99b1c7a8},
    affiliation={State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • [DOI] J. -P. Han, L. -J. Huang, and X. -Y. Sun, “Global collapse resistance capacity investigation of infilled rc frame considering in-plane and out-of-plane interaction of infill walls,” Gongcheng lixue/engineering mechanics, vol. 33, iss. 9, pp. 146-154, 2016.
    [Bibtex]
    @ARTICLE{Han2016146,
    author={Han, J.-P. and Huang, L.-J. and Sun, X.-Y.},
    title={Global collapse resistance capacity investigation of infilled RC frame considering in-plane and out-of-plane interaction of infill walls},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2016},
    volume={33},
    number={9},
    pages={146-154},
    doi={10.6052/j.issn.1000-4750.2015.02.0098},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84990052805&doi=10.6052%2fj.issn.1000-4750.2015.02.0098&partnerID=40&md5=310f76ada01911d55218794476b971c6},
    affiliation={Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, Gansu 730050, China; Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou, Gansu 730050, China},
    }
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    @ARTICLE{Soleimani20161009,
    author={Soleimani, F. and McKay, M. and Yang, C.S.W. and Kurtis, K.E. and DesRoches, R. and Kahn, L.F.},
    title={Cyclic testing and assessment of columns containing recycled concrete debris},
    journal={ACI Structural Journal},
    year={2016},
    volume={113},
    number={5},
    pages={1009-1020},
    doi={10.14359/51689024},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84989318850&doi=10.14359%2f51689024&partnerID=40&md5=af62c3a95796792ecfe5aebe090190b5},
    affiliation={Georgia Institute of Technology (Georgia Tech), Atlanta, GA, United States; Enercon Services, Inc., Atlanta, GA, United States; Georgia Tech, United States; School of Civil and Environmental Engineering, Georgia Tech., United States},
    }
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    @ARTICLE{Xu2016100,
    author={Xu, Z. and Lu, X. and Law, K.H.},
    title={A computational framework for regional seismic simulation of buildings with multiple fidelity models},
    journal={Advances in Engineering Software},
    year={2016},
    volume={99},
    pages={100-110},
    doi={10.1016/j.advengsoft.2016.05.014},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84971468218&doi=10.1016%2fj.advengsoft.2016.05.014&partnerID=40&md5=f1a5048e1c1b1319215aefc46f934a95},
    affiliation={School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, 100083, China; Key Laboratory of Civil Engineering Safety and Durability, China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing, 100084, China; Department of Civil and Environmental Engineering, Stanford University, Stanford, CA 94305-4020, United States},
    }
  • [DOI] G. Minafò, F. Di Trapani, and G. Amato, “Strength and ductility of rc jacketed columns: a simplified analytical method,” Engineering structures, vol. 122, pp. 184-195, 2016.
    [Bibtex]
    @ARTICLE{Minafo2016184,
    author={Minafò, G. and Di Trapani, F. and Amato, G.},
    title={Strength and ductility of RC jacketed columns: A simplified analytical method},
    journal={Engineering Structures},
    year={2016},
    volume={122},
    pages={184-195},
    doi={10.1016/j.engstruct.2016.05.013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84977071809&doi=10.1016%2fj.engstruct.2016.05.013&partnerID=40&md5=58cf7880fd8487a53bcb47743be31706},
    affiliation={Dipartimento di Ingegneria Civile, Ambientale, aerospaziale, dei Materiali (DICAM), Università degli Studi di Palermo, Scuola Politecnica, Viale delle Scienze, Palermo, 90128, Italy; Queen's University Belfast, School of Planning, Architecture and Civil Engineering, David Keir Building, BT9 5AG Belfast, United Kingdom},
    }
  • [DOI] S. A. Jalali and M. Banazadeh, “Development of a new deteriorating hysteresis model for seismic collapse assessment of thin steel plate shear walls,” Thin-walled structures, vol. 106, pp. 244-257, 2016.
    [Bibtex]
    @ARTICLE{Jalali2016244,
    author={Jalali, S.A. and Banazadeh, M.},
    title={Development of a new deteriorating hysteresis model for seismic collapse assessment of thin steel plate shear walls},
    journal={Thin-Walled Structures},
    year={2016},
    volume={106},
    pages={244-257},
    doi={10.1016/j.tws.2016.05.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84969497691&doi=10.1016%2fj.tws.2016.05.008&partnerID=40&md5=8364385d937f7632ddaaf895d5888439},
    affiliation={Department of Civil and Environmental Engineering, Amirkabir University of Technology, Hafez shomali street, Tehran, Iran},
    }
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    [Bibtex]
    @ARTICLE{Yang2016291,
    author={Yang, T.T.Y. and Li, Y.},
    title={Performance assessment of innovative seismic resilient steel knee braced frame},
    journal={Frontiers of Structural and Civil Engineering},
    year={2016},
    volume={10},
    number={3},
    pages={291-302},
    doi={10.1007/s11709-016-0340-3},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84961627559&doi=10.1007%2fs11709-016-0340-3&partnerID=40&md5=84a676f9c6d09138526b0b58ee61a75c},
    affiliation={International Joint Research Laboratory of Eearthquake Engineering, 1239 Siping Road, Shanghai, 200002, China; Department of Civil Engineering, University of British Columbia, Vancouver, BC V6T 1Z4, Canada},
    }
  • C. -W. Jiang, W. -J. Yi, and Y. -T. Pang, “Correlation between seismic intensity indices and damages of large span rigid frame bridges,” Zhongguo gonglu xuebao/china journal of highway and transport, vol. 29, iss. 9, pp. 97-102, 2016.
    [Bibtex]
    @ARTICLE{Jiang201697,
    author={Jiang, C.-W. and Yi, W.-J. and Pang, Y.-T.},
    title={Correlation between seismic intensity indices and damages of large span rigid frame bridges},
    journal={Zhongguo Gonglu Xuebao/China Journal of Highway and Transport},
    year={2016},
    volume={29},
    number={9},
    pages={97-102},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84992223706&partnerID=40&md5=4adb1a7d7c4680200ebb81f4204b4fec},
    affiliation={School of Civil Engineering, Hunan University, Changsha, Hunan 410082, China; School of Engineering, China University of Geosciences (Wuhan), Wuhan, Hubei 430074, China},
    }
  • M. Xiang, W. -Y. Wang, and Q. -H. Ai, “Contrastive analysis of the seismic performance for new bridge pier based on different structure forms,” Journal of railway engineering society, vol. 33, iss. 9, pp. 62-69, 2016.
    [Bibtex]
    @ARTICLE{Xiang201662,
    author={Xiang, M. and Wang, W.-Y. and Ai, Q.-H.},
    title={Contrastive analysis of the seismic performance for new bridge pier based on different structure forms},
    journal={Journal of Railway Engineering Society},
    year={2016},
    volume={33},
    number={9},
    pages={62-69},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84992445104&partnerID=40&md5=193e6a94e990267e5dccc05a87de42c3},
    affiliation={Shijiazhuang Tiedao University, Shijiazhuang, Hebei 050043, China},
    }
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    [Bibtex]
    @ARTICLE{Veismoradi2016831,
    author={Veismoradi, S. and Amiri, G.G. and Darvishan, E.},
    title={Probabilistic seismic assessment of Buckling Restrained Braces and Yielding Brace Systems},
    journal={International Journal of Steel Structures},
    year={2016},
    volume={16},
    number={3},
    pages={831-843},
    doi={10.1007/s13296-015-0073-5},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84987876570&doi=10.1007%2fs13296-015-0073-5&partnerID=40&md5=30f61d2d41059fd18dfb2f173f3619fc},
    affiliation={School of Civil Engineering, Iran University of Science & Technology, Narmak, Tehran, Iran; Center of Excellence for Fundamental Studies in Structural Engineering, School of Civil Engineering, Iran University of Science & Technology, PO Box 16765-163, Narmak, Tehran, 16846, Iran; Department of Civil Engineering, Roudehen Branch, Islamic Azad University, Roudehen, Iran},
    }
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    [Bibtex]
    @ARTICLE{Fathieh201683,
    author={Fathieh, A. and Mercan, O.},
    title={Seismic evaluation of modular steel buildings},
    journal={Engineering Structures},
    year={2016},
    volume={122},
    pages={83-92},
    doi={10.1016/j.engstruct.2016.04.054},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84969771816&doi=10.1016%2fj.engstruct.2016.04.054&partnerID=40&md5=231ab6a4a5dcef8f4c86d78b23d98719},
    affiliation={Department of Civil Engineering, University of Toronto, Toronto, ON M5S 1A4, Canada},
    }
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    [Bibtex]
    @ARTICLE{Siahpolo2016281,
    author={Siahpolo, N. and Gerami, M. and Vahdani, R.},
    title={Inelastic deformation demands of regular steel frames subjected to pulse-like near-fault ground shakings},
    journal={International Journal of Advanced Structural Engineering},
    year={2016},
    volume={8},
    number={3},
    pages={281-296},
    doi={10.1007/s40091-016-0131-z},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84984631722&doi=10.1007%2fs40091-016-0131-z&partnerID=40&md5=628c3507ffb197dfe828547b1b8c2c12},
    affiliation={Department of Civil Engineering, ACECR Institute for Higher Education, Khouzestan Branch, Ahwaz, Iran; Department of Earthquake Engineering, University of Semnan, Semnan, Iran},
    }
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    [Bibtex]
    @ARTICLE{Davani20161369,
    author={Davani, M.R. and Hatami, S. and Zare, A.},
    title={Performance-based evaluation of strap-braced cold-formed steel frames using incremental dynamic analysis},
    journal={Steel and Composite Structures},
    year={2016},
    volume={21},
    number={6},
    pages={1369-1388},
    doi={10.12989/scs.2016.21.6.1369},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84992521728&doi=10.12989%2fscs.2016.21.6.1369&partnerID=40&md5=4278c5db09d04486326cb6045fa74b60},
    affiliation={Department of Civil Engineering, Yasouj University, Yasouj, Iran},
    }
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    [Bibtex]
    @ARTICLE{Sui2016,
    author={Sui, Y. and Ma, L. and Zhang, X. and You, S.},
    title={Accuracy and stability analysis of spatial SRT hybrid simulation test method},
    journal={Xi'an Jianzhu Keji Daxue Xuebao/Journal of Xi'an University of Architecture and Technology},
    year={2016},
    volume={48},
    number={4},
    pages={489-492 and 499},
    doi={10.15986/j.1006-7930.2016.04.005},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84990057343&doi=10.15986%2fj.1006-7930.2016.04.005&partnerID=40&md5=1a46a90322646d8c323b929eb426cc7c},
    affiliation={School of Civil Engineering, Xi'an Univ. of Arch. & Tech, Xi'an, 710055, China; State Key Laboratory of Architecture Science and Technology in West China(XAUAT), Xi'an, 710055, China; MTS systems Corporation, 14000 Technology Drive Eden PrairieMN 55344, United States},
    }
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    @ARTICLE{Farsangi2016653,
    author={Farsangi, E.N. and Yang, T.Y. and Tasnimi, A.A.},
    title={Influence of concurrent horizontal and vertical ground excitations on the collapse margins of non-ductile RC frame buildings},
    journal={Structural Engineering and Mechanics},
    year={2016},
    volume={59},
    number={4},
    pages={653-669},
    doi={10.12989/sem.2016.59.4.653},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84979276211&doi=10.12989%2fsem.2016.59.4.653&partnerID=40&md5=6c8823d42b829103c6444ecb7b830211},
    affiliation={SERC, International Institute of Earthquake Engineering and Seismology, Tehran, Iran; International Joint Research Laboratory of Earthquake Engineering, Shanghai, China; Department of Civil Engineering, University of British Columbia, Vancouver, Canada; Department of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, Iran},
    }
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    @ARTICLE{Hu20161,
    author={Hu, W. and Zhai, X. and Jiang, H.},
    title={Study on seismic performance and construction measures optimization of precast fabricated RC integration shear wall},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2016},
    volume={37},
    number={8},
    pages={1-10},
    doi={10.14006/j.jzjgxb.2016.08.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84981320948&doi=10.14006%2fj.jzjgxb.2016.08.001&partnerID=40&md5=afb0680a9504729fa346c938f96b78e4},
    affiliation={Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education, Harbin Institute of Technology, Harbin, 150090, China; China Shanghai Architectural Design & Research Institute Co., Ltd, Shanghai, 200063, China},
    }
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    @ARTICLE{Liang2016,
    author={Liang, X.-W. and Xu, J. and Xing, P.-T. and Deng, M.-K.},
    title={Experimental study and numerical simulation on the seismic behavior of fiber reinforced concrete columns},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2016},
    volume={33},
    number={8},
    pages={66-76 and 92},
    doi={10.6052/j.issn.1000-4750.2014.12.1006},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84983371807&doi=10.6052%2fj.issn.1000-4750.2014.12.1006&partnerID=40&md5=8b7d73d08a5c98dc6f85f953aa106da6},
    affiliation={School of Civil Engineering, Xi'an University of Architecture & Technology, Xi'an, Shaanxi 710055, China; School of Civil Engineering, Shaanxi Polytechnic Institute, Xianyang, Shaanxi 712000, China},
    }
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    @ARTICLE{Shi2016827,
    author={Shi, Y. and Wang, D. and Chen, B. and Sun, Z.},
    title={Effects of aging and environmental conditions on seismic response of continuous beam bridges with seismic isolation},
    journal={Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering},
    year={2016},
    volume={24},
    number={4},
    pages={827-839},
    doi={10.16058/j.issn.1005-0930.2016.04.018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84987700861&doi=10.16058%2fj.issn.1005-0930.2016.04.018&partnerID=40&md5=fb95d25d2e5c78b0d9b3de1187a3510f},
    affiliation={School of Civil Engineering, Lanzhou University of Technology, Lanzhou, 730050, China; The Key Laboratory for Health Monitoring and Control of Large Structures, Shijiazhuang, 050043, China; Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian, 116026, China},
    }
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    @CONFERENCE{Saghafi2016,
    author={Saghafi, M.H. and Eldin Movehedin, S.A. and Golafshar, A.},
    title={Application of Viscous Dampers in Seismic Rehabilitation of Steel Moment Resisting Frames},
    journal={MATEC Web of Conferences},
    year={2016},
    volume={67},
    doi={10.1051/matecconf/20166703054},
    art_number={03054},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84982161404&doi=10.1051%2fmatecconf%2f20166703054&partnerID=40&md5=8b47c9e78437607b49f33cf20b581da9},
    affiliation={Depertment Civil Engineering, Semnan Brach, Islamic Azad University, Semnan, Iran},
    }
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    @ARTICLE{Yang201642,
    author={Yang, H. and Ren, X.-J. and Bai, S.-L.},
    title={“Strong column weak beam” measures for RC frame structures in 7 seismic intensity area under bi-directional horizontal seismic excitations},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2016},
    volume={35},
    number={13},
    pages={42-50},
    doi={10.13465/j.cnki.jvs.2016.13.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84978254140&doi=10.13465%2fj.cnki.jvs.2016.13.008&partnerID=40&md5=d07cf20201285b8da29eb4e3bc0956f9},
    affiliation={School of Civil Engineering, Chongqing University, Ministry of Education, Chongqing, 400045, China; Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Ministry of Education, Chongqing, 400045, China; Chongqing Research & Design Institute of Sino-Coal International Engineering Group, Chongqing, 400016, China},
    }
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    @ARTICLE{Han2016121,
    author={Han, J. and Sun, X. and Zhou, Y.},
    title={Effect of code-spectrum-matched artificial ground motion duration on collapse resistance capacity of RC frame},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2016},
    volume={37},
    number={7},
    pages={121-126},
    doi={10.14006/j.jzjgxb.2016.07.015},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84979255968&doi=10.14006%2fj.jzjgxb.2016.07.015&partnerID=40&md5=7df53bbd314919196a3c316d53123fe6},
    affiliation={Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, 730050, China; Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou, 730050, China; State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
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    @ARTICLE{Mei2016108,
    author={Mei, Z. and Wu, B. and Yang, G.},
    title={Online parameter indentification of concrete constitutive model},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2016},
    volume={33},
    number={7},
    pages={108-115},
    doi={10.6052/j.issn.1000-4750.2014.12.1033},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84979902069&doi=10.6052%2fj.issn.1000-4750.2014.12.1033&partnerID=40&md5=b248e88d8733c6c20b3a6e0d03440374},
    affiliation={Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin, Heilongjiang 150090, China},
    }
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    @ARTICLE{Liu201673,
    author={Liu, Z.-Q. and Xue, J.-Y. and Zhao, H.-T.},
    title={Analysis on hysteretic behavior of steel reinforced concrete frame with special-shaped columns},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2016},
    volume={33},
    number={7},
    pages={73-83},
    doi={10.6052/j.issn.1000-4750.2015.06.0528},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84979878113&doi=10.6052%2fj.issn.1000-4750.2015.06.0528&partnerID=40&md5=0f21d0cf4ecacc72cad824e8c6849fdc},
    affiliation={School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, Shaanxi 710055, China},
    }
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    @ARTICLE{Ercolino2016262,
    author={Ercolino, M. and Magliulo, G. and Manfredi, G.},
    title={Failure of a precast RC building due to Emilia-Romagna earthquakes},
    journal={Engineering Structures},
    year={2016},
    volume={118},
    pages={262-273},
    doi={10.1016/j.engstruct.2016.03.054},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84962759921&doi=10.1016%2fj.engstruct.2016.03.054&partnerID=40&md5=df3ba441cd87d10340491339add783d0},
    affiliation={University of Greenwich, Department of Engineering Science, Central Avenue, Chatham, ME4 4TB, United Kingdom; University of Naples Federico II, Department of Structures for Engineering and Architecture, Via Claudio 21, Naples, 80125, Italy},
    }
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    @ARTICLE{Tang2016151,
    author={Tang, X.-L. and Cai, J. and Chen, Q.-J. and Liu, X. and He, A.},
    title={Seismic behaviour of through-beam connection between square CFST columns and RC beams},
    journal={Journal of Constructional Steel Research},
    year={2016},
    volume={122},
    pages={151-166},
    doi={10.1016/j.jcsr.2016.03.010},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84961855559&doi=10.1016%2fj.jcsr.2016.03.010&partnerID=40&md5=d4abfea58558d41b5f6c29dc41fbae54},
    affiliation={School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, 510640, China; State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou, 510640, China; Centre for Infrastructure Engineering and Safety, University of New South Wales UNSW, Sydney, 2052, Australia},
    }
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    @ARTICLE{Yang20161903,
    author={Yang, Z. and Wang, W.},
    title={Experimental and numerical investigation on the behaviour of prestressed high strength concrete pile-to-pile cap connections},
    journal={KSCE Journal of Civil Engineering},
    year={2016},
    volume={20},
    number={5},
    pages={1903-1912},
    doi={10.1007/s12205-015-0658-8},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84941347063&doi=10.1007%2fs12205-015-0658-8&partnerID=40&md5=1ea0bb0c073b0c0bd3c8539a4b3ba19d},
    affiliation={School of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, China; School of Civil Engineering, Tianjin University, Tianjin, 300072, China},
    }
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    @ARTICLE{Chen201651,
    author={Chen, Z. and Chen, S. and Wu, B. and Wang, H. and Zhang, B.},
    title={Numerical simulation of substructure hybrid simulation test method for the scale model},
    journal={Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology},
    year={2016},
    volume={48},
    number={6},
    pages={51-57},
    doi={10.11918/j.issn.0367-6234.2016.06.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84969524029&doi=10.11918%2fj.issn.0367-6234.2016.06.008&partnerID=40&md5=a8430b329ca7cef37450108c5f7de631},
    affiliation={Department of Civil Engineering, Harbin Institute of Technology at Wehai, Weihai, Shandong 264209, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China},
    }
  • [DOI] T. Wang and W. Liu, “Development of cyclic p-y curves for laterally loaded pile based on t-bar penetration tests in clay,” Canadian geotechnical journal, vol. 53, iss. 10, pp. 1731-1741, 2016.
    [Bibtex]
    @ARTICLE{Wang20161731,
    author={Wang, T. and Liu, W.},
    title={Development of cyclic p-y curves for laterally loaded pile based on T-bar penetration tests in clay},
    journal={Canadian Geotechnical Journal},
    year={2016},
    volume={53},
    number={10},
    pages={1731-1741},
    doi={10.1139/cgj-2015-0358},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84989828118&doi=10.1139%2fcgj-2015-0358&partnerID=40&md5=1ac79e90c9086669190f7f4f3a11e850},
    affiliation={Department of Offshore Engineering, China University of Petroleum, No. 66, Changjiang West Road, Huangdao District, Qingdao, China},
    }
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    [Bibtex]
    @ARTICLE{Su2016411,
    author={Su, L. and Li, X. and Wang, Y.},
    title={Experimental study and modelling of CFRP-confined damaged and undamaged square RC columns under cyclic loading},
    journal={Steel and Composite Structures},
    year={2016},
    volume={21},
    number={2},
    pages={411-427},
    doi={10.12989/scs.2016.21.2.411},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84976263051&doi=10.12989%2fscs.2016.21.2.411&partnerID=40&md5=17a79cb3b1a6243943546209b94daa45},
    affiliation={Department of Civil Engineering, University of Beijing Jiaotong, No. 3 Shang Yuan Cun, Hai Dian District, Beijing, China; Earthquake Engineering Research Center, China Institute of Water Resources and Hydropower Research, Beijing, 100038, China},
    }
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    [Bibtex]
    @CONFERENCE{Wang2016,
    author={Wang, X. and Zhang, J.-M.},
    title={Dynamic behaviors of saturated seabed soils induced by different kinds of waves},
    journal={OCEANS 2016 - Shanghai},
    year={2016},
    doi={10.1109/OCEANSAP.2016.7485702},
    art_number={7485702},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84978289539&doi=10.1109%2fOCEANSAP.2016.7485702&partnerID=40&md5=0ca1e18eb3553cf077b58e0d7fa1070d},
    affiliation={State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing, China},
    }
  • [DOI] Z. -J. Yang, W. -J. Wang, and G. -Y. Kang, “Analysis on the ductility of prestressed high strength concrete pile under cyclic loading,” Gongcheng lixue/engineering mechanics, vol. 33, pp. 107-112, 2016.
    [Bibtex]
    @ARTICLE{Yang2016107,
    author={Yang, Z.-J. and Wang, W.-J. and Kang, G.-Y.},
    title={Analysis on the ductility of prestressed high strength concrete pile under cyclic loading},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2016},
    volume={33},
    pages={107-112},
    doi={10.6052/j.issn.1000-4750.2015.05.S047},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84976513834&doi=10.6052%2fj.issn.1000-4750.2015.05.S047&partnerID=40&md5=63d75824053440d035c8240c1819e783},
    affiliation={School of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, China; China Petroleum Pipeline Engineering Corporation, Langfang, 065000, China; School of Civil Engineering, Tianjin University, Tianjin, 300072, China},
    }
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    [Bibtex]
    @ARTICLE{Feng201690,
    author={Feng, Y.-L. and Wu, J. and Meng, S.-P.},
    title={Seismic performance analysis of continuously rocking wall-buckling restrained braced frames},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2016},
    volume={33},
    pages={90-94},
    doi={10.6052/j.issn.1000-4750.2015.04.S051},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84976463987&doi=10.6052%2fj.issn.1000-4750.2015.04.S051&partnerID=40&md5=1cd8f1deaba90ed164ea99a9da066bea},
    affiliation={Southeast University, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Nanjing, 210096, China},
    }
  • J. Han and S. Chao, “Hysteretic behavior investigation of reinforced concrete columns accounting for axial-flexure-shear interaction,” World information on earthquake engineering, vol. 32, iss. 2, pp. 1-8, 2016.
    [Bibtex]
    @ARTICLE{Han20161,
    author={Han, J. and Chao, S.},
    title={Hysteretic behavior investigation of reinforced concrete columns accounting for axial-flexure-shear interaction},
    journal={World Information on Earthquake Engineering},
    year={2016},
    volume={32},
    number={2},
    pages={1-8},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84976530169&partnerID=40&md5=272a266868d3de57b9be96d9021bf404},
    affiliation={Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, 730050, China; Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Technology, Lanzhou, 730050, China},
    }
  • [DOI] Y. H. Deng, S. Dashti, A. Hushmand, C. Davis, and B. Hushmand, “Seismic response of underground reservoir structures in sand: evaluation of class-c and c1 numerical simulations using centrifuge experiments,” Soil dynamics and earthquake engineering, vol. 85, pp. 202-216, 2016.
    [Bibtex]
    @ARTICLE{Deng2016202,
    author={Deng, Y.H. and Dashti, S. and Hushmand, A. and Davis, C. and Hushmand, B.},
    title={Seismic response of underground reservoir structures in sand: Evaluation of Class-C and C1 numerical simulations using centrifuge experiments},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2016},
    volume={85},
    pages={202-216},
    doi={10.1016/j.soildyn.2016.04.003},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84963544823&doi=10.1016%2fj.soildyn.2016.04.003&partnerID=40&md5=de11611cd71d184f2f401bb2d74cc94b},
    affiliation={Chang'an University, Department of Geological Engineering, Xi'an, China; University of Colorado Boulder, Civil, Environmental and Architectural Engineering, Boulder, CO, United States; Los Angeles Department of Water and Power, Los Angeles, CA, United States; Hushmand Associates, Inc., Irvine, CA, United States},
    }
  • [DOI] A. S. Tzimas, G. S. Kamaris, T. L. Karavasilis, and C. Galasso, “Collapse risk and residual drift performance of steel buildings using post-tensioned mrfs and viscous dampers in near-fault regions,” Bulletin of earthquake engineering, vol. 14, iss. 6, pp. 1643-1662, 2016.
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    @ARTICLE{Tzimas20161643,
    author={Tzimas, A.S. and Kamaris, G.S. and Karavasilis, T.L. and Galasso, C.},
    title={Collapse risk and residual drift performance of steel buildings using post-tensioned MRFs and viscous dampers in near-fault regions},
    journal={Bulletin of Earthquake Engineering},
    year={2016},
    volume={14},
    number={6},
    pages={1643-1662},
    doi={10.1007/s10518-016-9898-3},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84961213474&doi=10.1007%2fs10518-016-9898-3&partnerID=40&md5=64f934138dee1c36b092a47b69f4bce6},
    affiliation={School of Engineering, University of Warwick, Coventry, CV4 7AL, United Kingdom; Department of Civil, Environmental and Geomatic Engineering, Institute for Risk and Disaster Reduction, University College London (UCL), London, WC1E 6BT, United Kingdom},
    }
  • [DOI] H. Pahlavan, B. Zakeri, G. G. Amiri, and M. Shaianfar, “Probabilistic vulnerability assessment of horizontally curved multiframe rc box-girder highway bridges,” Journal of performance of constructed facilities, vol. 30, iss. 3, 2016.
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    @ARTICLE{Pahlavan2016,
    author={Pahlavan, H. and Zakeri, B. and Amiri, G.G. and Shaianfar, M.},
    title={Probabilistic vulnerability assessment of horizontally curved multiframe RC box-girder highway bridges},
    journal={Journal of Performance of Constructed Facilities},
    year={2016},
    volume={30},
    number={3},
    doi={10.1061/(ASCE)CF.1943-5509.0000780},
    art_number={04015038},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84971406183&doi=10.1061%2f%28ASCE%29CF.1943-5509.0000780&partnerID=40&md5=71f0c2bc53564f8261fad022be6e3e78},
    affiliation={Iran Univ. of Science and Technology, P.O. Box 16765-163, Narmak, Tehran 16846, Iran; Center of Excellence for Fundamental Studies in Structural Engineering, School of Civil Engineering, Iran Univ. of Science and Technology, P.O. Box 16765-163, Narmak, Tehran 16846, Iran},
    }
  • [DOI] H. -B. Ma, W. -D. Zhuo, J. Lin, W. -J. Xing, Y. Gu, and Y. Sun, “A probalilistic seismic demand model for regular highway bridges by cloud approach,” Gongcheng lixue/engineering mechanics, vol. 33, pp. 119-124, 2016.
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    @ARTICLE{Ma2016119,
    author={Ma, H.-B. and Zhuo, W.-D. and Lin, J. and Xing, W.-J. and Gu, Y. and Sun, Y.},
    title={A probalilistic seismic demand model for regular highway bridges by cloud approach},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2016},
    volume={33},
    pages={119-124},
    doi={10.6052/j.issn.1000-4750.2015.05.S053},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84976497939&doi=10.6052%2fj.issn.1000-4750.2015.05.S053&partnerID=40&md5=0ab052c51711c6e7269db3b26c86a894},
    affiliation={College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350116, China},
    }
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    @ARTICLE{Attarchian20161467,
    author={Attarchian, N. and Kalantari, A. and Moghadam, A.S.},
    title={Seismic performance of single pier skewed bridges with different pier-deck connections},
    journal={Earthquake and Structures},
    year={2016},
    volume={10},
    number={6},
    pages={1467-1486},
    doi={10.12989/eas.2016.10.6.1467},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84973867122&doi=10.12989%2feas.2016.10.6.1467&partnerID=40&md5=48063079df00627ca6da472a7da84592},
    affiliation={Int'l Institute of Earthquake Eng. and Seismology (IIEES), No. 21, Arghavan St, North Dibajee, Farmanieh, Tehran, Iran},
    }
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    @ARTICLE{Murray20161109,
    author={Murray, J.A. and Sasani, M.},
    title={Near-collapse response of existing RC building under severe pulse-type ground motion using hybrid simulation},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2016},
    volume={45},
    number={7},
    pages={1109-1127},
    doi={10.1002/eqe.2698},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84961335216&doi=10.1002%2feqe.2698&partnerID=40&md5=160a086ea3a1aa5dbe57325db895abe1},
    affiliation={Department of Civil and Environmental Engineering, Northeastern University, Boston, MA, United States},
    }
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    @ARTICLE{Choi2016223,
    author={Choi, E. and Youn, H. and Cho, B.-S.},
    title={Probabilistic seismic performance assessment of lap-spliced RC columns retrofitted by steel wrapping jackets},
    journal={Earthquake Engineering and Engineering Vibration},
    year={2016},
    volume={15},
    number={2},
    pages={223-238},
    doi={10.1007/s11803-016-0318-0},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84979503762&doi=10.1007%2fs11803-016-0318-0&partnerID=40&md5=ed3e996e387aee7fcb74bb0ca39de68d},
    affiliation={Department of Civil Engineering, Hongik University, Seoul, 121-791, South Korea; Department of Civil Engineering, CTRC, Inje University, Kimhae, South Korea},
    }
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    @ARTICLE{Ferrario2016427,
    author={Ferrario, F. and Iori, F. and Pucinotti, R. and Zandonini, R.},
    title={Seismic performance assessment of concentrically braced steel frame buildings with high strength tubular steel columns},
    journal={Journal of Constructional Steel Research},
    year={2016},
    volume={121},
    pages={427-440},
    doi={10.1016/j.jcsr.2016.03.009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84961644788&doi=10.1016%2fj.jcsr.2016.03.009&partnerID=40&md5=b5934e37906bf38029ea65c92bf273f7},
    affiliation={Armalam S.r.l., Viale Dante, 300, Trento, Pergine Valsugana, I 38057, Italy; Dipartimento di Ingegneria Civile, Ambientale e Meccanica, Università di Trento, Trento, Italy; Dipartimento PAU, Università Mediterranea di Reggio Calabria, Salita Melissari, Reggio Calabria, I-89124, Italy},
    }
  • S. -Z. Jia, W. -L. Cao, Q. Yuan, and L. -L. Liang, “Damage performance analysis on frame-supported grid light-weight slab,” Hunan daxue xuebao/journal of hunan university natural sciences, vol. 43, iss. 5, pp. 22-29, 2016.
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    @ARTICLE{Jia201622,
    author={Jia, S.-Z. and Cao, W.-L. and Yuan, Q. and Liang, L.-L.},
    title={Damage performance analysis on frame-supported grid light-weight slab},
    journal={Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences},
    year={2016},
    volume={43},
    number={5},
    pages={22-29},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84971407844&partnerID=40&md5=146857130dee29c30bc5e5e30a12cfb9},
    affiliation={College of Architecture and Civil Engineering, Beijing Univ of Technology, Beijing, 100124, China; School of Civil Engineering, Beijing Jiaotong Univ, Beijing, 100044, China; Beijing Zhufu Building Transactions Limited Liability Company, Beijing, 100043, China},
    }
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    @ARTICLE{Varela2016,
    author={Varela, S. and Saiidi, M.S.},
    title={A bridge column with superelastic NiTi SMA and replaceable rubber hinge for earthquake damage mitigation},
    journal={Smart Materials and Structures},
    year={2016},
    volume={25},
    number={7},
    doi={10.1088/0964-1726/25/7/075012},
    art_number={075012},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84975284940&doi=10.1088%2f0964-1726%2f25%2f7%2f075012&partnerID=40&md5=956522444fd8ba3d479e9739c91b41b2},
    affiliation={Department of Civil and Environmental Engineering, University of Nevada, Reno, NV, United States},
    }
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    @ARTICLE{Yang2016227,
    author={Yang, L.-P. and Yu, S.-L. and Zhang, Q.-L. and Cui, J.-C.},
    title={Aseismic behavior of superimposed shear walls under different axial load ratios},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2016},
    volume={35},
    number={9},
    pages={227-239},
    doi={10.13465/j.cnki.jvs.2016.09.036},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84969972633&doi=10.13465%2fj.cnki.jvs.2016.09.036&partnerID=40&md5=4d57a076282376142598d5383636d911},
    affiliation={College of Civil Engineering, Tongji University, Shanghai, 200092, China; Shanghai Xiandai Architectural Design (Group) Co., Ltd, Shanghai, 200041, China},
    }
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    @ARTICLE{Cai2016146,
    author={Cai, X. and Gong, M. and Jia, H. and Tian, S.},
    title={Seismic quasi-static test and hybrid test on+-shaped section solid-web steel reinforced concrete columns},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2016},
    volume={37},
    number={5},
    pages={146-154},
    doi={10.14006/j.jzjgxb.2016.05.016},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84991035797&doi=10.14006%2fj.jzjgxb.2016.05.016&partnerID=40&md5=982a174168de17081912757717eae54a},
    affiliation={School of Civil Engineering, Suzhou University of Science and Technology, Suzhou, 215011, China; Jiangsu Province Key Laboratory of Structure Engineering, Suzhou University of Science and Technology, Suzhou, 215011, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China},
    }
  • [DOI] S. Mohanty and N. R. Patra, “Dynamic response analysis of talcher pond ash embankment in india,” Soil dynamics and earthquake engineering, vol. 84, pp. 238-250, 2016.
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    @ARTICLE{Mohanty2016238,
    author={Mohanty, S. and Patra, N.R.},
    title={Dynamic response analysis of Talcher pond ash embankment in India},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2016},
    volume={84},
    pages={238-250},
    doi={10.1016/j.soildyn.2016.01.021},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84960086830&doi=10.1016%2fj.soildyn.2016.01.021&partnerID=40&md5=3654b1940970144bfa5998f20a9ff300},
    affiliation={Earthquake Engineering Research Centre, International Institute of Information Technology Hyderabad, Hyderabad, 500032, India; Department of Civil Engineering, Indian Institute of Technology, Kanpur, 208016, India},
    }
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    @ARTICLE{Xu201666,
    author={Xu, L.-H. and Wu, Y.-W. and Li, Z.-X.},
    title={Probability-based seismic failure modes identification method for steel frame structure},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2016},
    volume={33},
    number={5},
    pages={66-73},
    doi={10.6052/j.issn.1000-4750.2014.09.0763},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84971405725&doi=10.6052%2fj.issn.1000-4750.2014.09.0763&partnerID=40&md5=14ce26c2dc462e2558d1d6fd98a153fd},
    affiliation={School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China; Key Laboratory of Coast Civil Structure Safety of China Ministry of Education, Tianjin University, Tianjin, 300072, China},
    }
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    @ARTICLE{Wang2016435,
    author={Wang, T. and Zhang, L. and Zhao, H. and Chen, Q.},
    title={Progressive collapse resistance of reinforced-concrete frames with specially shaped columns under loss of a corner column},
    journal={Magazine of Concrete Research},
    year={2016},
    volume={68},
    number={9},
    pages={435-449},
    doi={10.1680/jmacr.15.00108},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84964452557&doi=10.1680%2fjmacr.15.00108&partnerID=40&md5=f0098645baa4fd709a76f1537ddbf541},
    affiliation={School of Civil Engineering, Tianjin University, Tianjin, China; Key Laboratory of Coast Civil Structures, Tianjin University, Ministry of Education, Tianjin, China},
    }
  • [DOI] J. -W. Wang, T. -Y. Wu, S. -H. Li, and J. -Z. Li, “Refined study on longitudinal seismic pounding responses of simply supported skewed girder bridge,” Zhendong yu chongji/journal of vibration and shock, vol. 35, iss. 8, pp. 194-200, 2016.
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    @ARTICLE{Wang2016194,
    author={Wang, J.-W. and Wu, T.-Y. and Li, S.-H. and Li, J.-Z.},
    title={Refined study on longitudinal seismic pounding responses of simply supported skewed girder bridge},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2016},
    volume={35},
    number={8},
    pages={194-200},
    doi={10.13465/j.cnki.jvs.2016.08.031},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84965047960&doi=10.13465%2fj.cnki.jvs.2016.08.031&partnerID=40&md5=03bbdddbe5c65db571b3a9a250e8d7e8},
    affiliation={School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, 050043, China; Key Laboratory of Roads and Railway Engineering Safety Control of Ministry of Education, Shijiazhuang Tiedao University, Shijiazhuang, 050043, China; College of Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • S. -S. Chen, H. -Q. Zhong, S. -R. Gui, and Z. -B. Zhong, “Analysis of dynamic characteristic of multi-pylon cable-stayed bridge with corrugated steel webs,” Bridge construction, vol. 46, iss. 2, pp. 31-35, 2016.
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    @ARTICLE{Chen201631,
    author={Chen, S.-S. and Zhong, H.-Q. and Gui, S.-R. and Zhong, Z.-B.},
    title={Analysis of dynamic characteristic of multi-pylon cable-stayed bridge with corrugated steel webs},
    journal={Bridge Construction},
    year={2016},
    volume={46},
    number={2},
    pages={31-35},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84967185880&partnerID=40&md5=70bf162a5e855ecbe22e3b78ca1f6eb8},
    affiliation={School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, 330013, China},
    }
  • [DOI] M. M. Kashani, L. N. Lowes, A. J. Crewe, and N. A. Alexander, “A multi-mechanical nonlinear fibre beam-column model for corroded columns,” International journal of structural integrity, vol. 7, iss. 2, pp. 213-226, 2016.
    [Bibtex]
    @ARTICLE{Kashani2016213,
    author={Kashani, M.M. and Lowes, L.N. and Crewe, A.J. and Alexander, N.A.},
    title={A multi-mechanical nonlinear fibre beam-column model for corroded columns},
    journal={International Journal of Structural Integrity},
    year={2016},
    volume={7},
    number={2},
    pages={213-226},
    doi={10.1108/IJSI-09-2014-0044},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84964801121&doi=10.1108%2fIJSI-09-2014-0044&partnerID=40&md5=914f643cc109f264b5f910d0808961a9},
    affiliation={Department of Civil Engineering, University of Bristol, Bristol, United Kingdom; Department of Civil and Environmental Engineering, University of Washington, Seattle, WA, United States},
    }
  • [DOI] E. Rahmanishamsi, S. Soroushian, and E. M. Maragakis, “Analytical model for the in-plane seismic performance of cold-formed steel-framed gypsum partition walls,” Earthquake engineering and structural dynamics, vol. 45, iss. 4, pp. 619-634, 2016.
    [Bibtex]
    @ARTICLE{Rahmanishamsi2016619,
    author={Rahmanishamsi, E. and Soroushian, S. and Maragakis, E.M.},
    title={Analytical model for the in-plane seismic performance of cold-formed steel-framed gypsum partition walls},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2016},
    volume={45},
    number={4},
    pages={619-634},
    doi={10.1002/eqe.2676},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84959539334&doi=10.1002%2feqe.2676&partnerID=40&md5=61aa2d682ef8897be8f048a4597b1d5a},
    affiliation={University of Nevada, Reno, NV, United States; Arup, San Francisco, CA, United States; University of Nevada, Reno, NV, United States},
    }
  • [DOI] Y. -T. Zhang, B. -G. Zhao, R. -G. Li, and X. -J. Du, “Monotonic and low cycle fatigue testing and research for hrb400 steel,” Gongcheng lixue/engineering mechanics, vol. 33, iss. 4, pp. 121-129, 2016.
    [Bibtex]
    @ARTICLE{Zhang2016121,
    author={Zhang, Y.-T. and Zhao, B.-G. and Li, R.-G. and Du, X.-J.},
    title={Monotonic and low cycle fatigue testing and research for HRB400 steel},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2016},
    volume={33},
    number={4},
    pages={121-129},
    doi={10.6052/j.issn.1000-4750.2014.09.0744},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84965141872&doi=10.6052%2fj.issn.1000-4750.2014.09.0744&partnerID=40&md5=44bde5d6f94f107ee6c8afff8bd5901c},
    affiliation={School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan, Hubei 430074, China; China Railway Fourth Survey and Design Institute Group Co. Ltd., Wuhan, Hubei 430063, China; School of Civil Engineering & Architecture, Taizhou University, Taizhou, Zhejiang 317700, China},
    }
  • [DOI] Z. Sun, H. Li, B. Si, C. Chen, and D. Wang, “Seismic analysis model for irregular bridge bents considering shear failure of the piers,” Yingyong jichu yu gongcheng kexue xuebao/journal of basic science and engineering, vol. 24, iss. 2, pp. 322-332, 2016.
    [Bibtex]
    @ARTICLE{Sun2016322,
    author={Sun, Z. and Li, H. and Si, B. and Chen, C. and Wang, D.},
    title={Seismic analysis model for irregular bridge bents considering shear failure of the piers},
    journal={Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering},
    year={2016},
    volume={24},
    number={2},
    pages={322-332},
    doi={10.16058/j.issn.1005-0930.2016.02.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84971425963&doi=10.16058%2fj.issn.1005-0930.2016.02.011&partnerID=40&md5=b6e20e509950258d8ebab1d35cb6da7a},
    affiliation={Institute of Disaster Prevention, Sanhe, 065201, China; Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, 116024, China},
    }
  • X. -W. Wang, C. Li, A. -J. Ye, and Y. Shang, “Seismic demand analysis of a simply supported girder bridge in liquefied or non-liquefied ground,” Zhongguo gonglu xuebao/china journal of highway and transport, vol. 29, iss. 4, pp. 85-95, 2016.
    [Bibtex]
    @ARTICLE{Wang201685,
    author={Wang, X.-W. and Li, C. and Ye, A.-J. and Shang, Y.},
    title={Seismic demand analysis of a simply supported girder bridge in liquefied or non-liquefied ground},
    journal={Zhongguo Gonglu Xuebao/China Journal of Highway and Transport},
    year={2016},
    volume={29},
    number={4},
    pages={85-95},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84969722006&partnerID=40&md5=85e65dd39ba286201eee0807ed4ed189},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
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    [Bibtex]
    @ARTICLE{Chen2016201,
    author={Chen, S. and Zhong, H. and Gui, S. and Liu, J.},
    title={Research on seismic response of cable-stayed bridge with multi-support excitation},
    journal={Wuhan Ligong Daxue Xuebao (Jiaotong Kexue Yu Gongcheng Ban)/Journal of Wuhan University of Technology (Transportation Science and Engineering)},
    year={2016},
    volume={40},
    number={2},
    pages={201-205},
    doi={10.3963/j.issn.2095-3844.2016.02.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84969730630&doi=10.3963%2fj.issn.2095-3844.2016.02.001&partnerID=40&md5=488083f100ac507554b1c77955486401},
    affiliation={School of Architecture and Civil Engineering, East China Jiao Tong University, Nanchang, 330013, China},
    }
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    @ARTICLE{He2016100,
    author={He, R. and Yang, Y. and Sneed, L.H.},
    title={Post-repair seismic assessment of RC bridges damaged with fractured column bars - A numerical approach},
    journal={Engineering Structures},
    year={2016},
    volume={112},
    pages={100-113},
    doi={10.1016/j.engstruct.2016.01.007},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84955257109&doi=10.1016%2fj.engstruct.2016.01.007&partnerID=40&md5=0e56e5722955937a0551032e2aa22a16},
    affiliation={Garver, 12200 NW Ambassador Drive Suite 625, Kansas City, MO 64163, United States; Department of Civil, Architectural, and Environmental Engineering, Missouri University of Science and Technology, 1409 N Pine St., Rolla, MO 65401, United States},
    }
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    @ARTICLE{Mehr20161219,
    author={Mehr, M. and Zaghi, A.E.},
    title={Seismic response of multi-frame bridges},
    journal={Bulletin of Earthquake Engineering},
    year={2016},
    volume={14},
    number={4},
    pages={1219-1243},
    doi={10.1007/s10518-016-9882-y},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84959891201&doi=10.1007%2fs10518-016-9882-y&partnerID=40&md5=293b2664d44f8d66b4a991a04439c65e},
    affiliation={Division of Structures, WSP | Parsons Brinckerhoff, Glastonbury, CT, United States; Department of Civil and Environmental Engineering, University of Connecticut, 261 Glenbrook Rd, Unit 3037, Storrs, CT 06269, United States},
    }
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    @ARTICLE{Dong2016159,
    author={Dong, J. and Shan, D. and Zhang, E. and Ma, T.},
    title={Near and far-field seismic fragility comparative analysis of irregular bridge},
    journal={Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology},
    year={2016},
    volume={48},
    number={3},
    pages={159-165},
    doi={10.11918/j.issn.0367-6234.2016.03.027},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84966550769&doi=10.11918%2fj.issn.0367-6234.2016.03.027&partnerID=40&md5=913724e5cb61874f857a6af071608585},
    affiliation={School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China},
    }
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    @ARTICLE{Lin2016,
    author={Lin, Y.-Z. and Tian, S.-Z.},
    title={Tests for aseismic performances of a RC continuous girder bridge retrofitted by FRP jacket},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2016},
    volume={35},
    number={5},
    pages={21-26 and 38},
    doi={10.13465/j.cnki.jvs.2016.05.004},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84964000492&doi=10.13465%2fj.cnki.jvs.2016.05.004&partnerID=40&md5=bf55bf227c306f4c88e120ec2ba76994},
    affiliation={School of Civil Engineering, Suzhou University of Science and Technology, Suzhou, 215011, China},
    }
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    @ARTICLE{Wang201647,
    author={Wang, L.-S. and Cen, S. and Xie, L.-L. and Lu, X.-Z.},
    title={Development of a shear wall model based on a new flat shell element for large deformation simulation and application in opensees},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2016},
    volume={33},
    number={3},
    pages={47-54},
    doi={10.6052/j.issn.1000-4750.2015.03.0173},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84963569108&doi=10.6052%2fj.issn.1000-4750.2015.03.0173&partnerID=40&md5=aff1dc7ed5c2f6652e8cbfac74c5f3f6},
    affiliation={School of Aerospace Engineering, Tsinghua University, Beijing, 100084, China; The First Aircraft Institute of AVIC, Xi'an, Shaanxi 710089, China; Department of Civil Engineering, Tsinghua University, Beijing, 100084, China},
    }
  • Y. Zhang, L. Zhang, H. Ren, and J. Chen, “Application of opensees to simulating axial compressive bearing capacity of composite-sectioned concrete filled short steel tubular columns,” World information on earthquake engineering, vol. 32, iss. 1, pp. 156-160, 2016.
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    @ARTICLE{Zhang2016156,
    author={Zhang, Y. and Zhang, L. and Ren, H. and Chen, J.},
    title={Application of OpenSees to simulating axial compressive bearing capacity of composite-sectioned concrete filled short steel tubular columns},
    journal={World Information on Earthquake Engineering},
    year={2016},
    volume={32},
    number={1},
    pages={156-160},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84963604812&partnerID=40&md5=461d08f3fdac27133004dbc1ed431565},
    affiliation={Tangshan Industrial Vocational Technical College, Tangshan, 063000, China; The Third Construction Co., Ltd of China Construction First Group, Beijing, 100161, China; College of Civil and Architectural Engineering, North China University of Science and Technology, Tangshan, 063009, China},
    }
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    @ARTICLE{Bian2016228,
    author={Bian, J. and Chen, J. and Feng, X. and Su, Y.},
    title={Ultimate bearing capacity and failure criterion analysis for slab-column connections with low reinforcement ratios based on Opensees},
    journal={World Information on Earthquake Engineering},
    year={2016},
    volume={32},
    number={1},
    pages={228-236},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84963614534&partnerID=40&md5=c28b983e1f8b897c0ecee33092ceec9c},
    affiliation={College of Civil and Architectural Engineering, North China University of Science and Technology, Tangshan, 063009, China; Tangshan Institute of Green Building Industrial Technology, Tangshan, 063009, China},
    }
  • Z. Sun, C. Hua, J. Jin, and D. Wang, “Numerical seismic analysis model for reinforced concrete bridge piers based on opensees,” World information on earthquake engineering, vol. 32, iss. 1, pp. 266-276, 2016.
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    @ARTICLE{Sun2016266,
    author={Sun, Z. and Hua, C. and Jin, J. and Wang, D.},
    title={Numerical seismic analysis model for reinforced concrete bridge piers based on OpenSees},
    journal={World Information on Earthquake Engineering},
    year={2016},
    volume={32},
    number={1},
    pages={266-276},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84963516432&partnerID=40&md5=f3b44c0bc415a7fd04e9f94a0fa00879},
    affiliation={Institute of Disaster Prerention, Canbe, Hebei 065201, China; Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian, 116026, China},
    }
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    @ARTICLE{Zhu2016,
    author={Zhu, M. and Scott, M.H.},
    title={Direct Differentiation of the Particle Finite-Element Method for Fluid-Structure Interaction},
    journal={Journal of Structural Engineering (United States)},
    year={2016},
    volume={142},
    number={3},
    doi={10.1061/(ASCE)ST.1943-541X.0001426},
    art_number={04015159},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84958817484&doi=10.1061%2f%28ASCE%29ST.1943-541X.0001426&partnerID=40&md5=8a41e1d1ee80f92e3679f4206fd5bce3},
    affiliation={School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331, United States},
    }
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    @ARTICLE{Cai2016143,
    author={Cai, X.-N. and Meng, S.-P.},
    title={Numerical analysis for seismic behavior of self-centering post-tensioned precast beam-to-column connections},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2016},
    volume={33},
    number={3},
    pages={143-151},
    doi={10.6052/j.issn.1000-4750.2014.08.0684},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84963541536&doi=10.6052%2fj.issn.1000-4750.2014.08.0684&partnerID=40&md5=ee25c87594ee92249b7a3d967480fb46},
    affiliation={School of Civil Engineering, Huai Hai Institute of Technology, Lianyungang, Jiangsu 222005, China; Key laboratory of Concrete & Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, Nanjing 210096, China},
    }
  • T. Nelson Ponnu Durai, J. Arunachalam, L. Avinash Karthich, D. C. Haran Pragalath, D. Iswarya, and R. Singh, “Computational model for infill walls under cyclic loads,” International journal of applied engineering research, vol. 11, iss. 4, pp. 2786-2790, 2016.
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    @ARTICLE{NelsonPonnuDurai20162786,
    author={Nelson Ponnu Durai, T. and Arunachalam, J. and Avinash Karthich, L. and Haran Pragalath, D.C. and Iswarya, D. and Singh, R.},
    title={Computational model for infill walls under cyclic loads},
    journal={International Journal of Applied Engineering Research},
    year={2016},
    volume={11},
    number={4},
    pages={2786-2790},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84961744614&partnerID=40&md5=123cf5e58b7af022b1fed916ba7078e6},
    affiliation={Department of Civil Engineering, Vel Tech University, Avadi, Chennai, Tamil Nadu, India; Department of Civil Engineering, Sathyabama University, Jeppiaar Nagar, Tamil Nadu, India},
    }
  • X. -S. Xia, J. -Z. Li, Z. -G. Guan, and R. -L. Wang, “Nonlinear seismic performance investigation of cable-stayed bridge towers,” Zhongguo gonglu xuebao/china journal of highway and transport, vol. 29, iss. 3, p. 66-72 and 81, 2016.
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    @ARTICLE{Xia2016,
    author={Xia, X.-S. and Li, J.-Z. and Guan, Z.-G. and Wang, R.-L.},
    title={Nonlinear seismic performance investigation of cable-stayed bridge towers},
    journal={Zhongguo Gonglu Xuebao/China Journal of Highway and Transport},
    year={2016},
    volume={29},
    number={3},
    pages={66-72 and 81},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84964789157&partnerID=40&md5=567be447b7cfaf41ce1be99ea3c5d878},
    affiliation={School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, Gansu 730070, China; School of Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
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    @ARTICLE{Rahimi201611,
    author={Rahimi, R. and Banan, M.R. and Banan, M.R.},
    title={Lateral cyclic behavior of zipper braced frames-considering connection details},
    journal={International Journal of Steel Structures},
    year={2016},
    volume={16},
    number={1},
    pages={11-21},
    doi={10.1007/s13296-016-3002-3},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84963775694&doi=10.1007%2fs13296-016-3002-3&partnerID=40&md5=49899e135d1087271d17ed0d744119f8},
    affiliation={Department of Civil and Environmental Engineering, Shiraz University, Shiraz, 71348-51156, Iran; Dalhousie University, Ottawa, Canada},
    }
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    @ARTICLE{Li2016216,
    author={Li, G. and Qiu, Z. and Zhang, C.},
    title={Dynamic time-history analysis of high-strength concrete filled square steel tube column with inner CFRP circular tube frame structure},
    journal={Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science)},
    year={2016},
    volume={32},
    number={2},
    pages={216-224},
    doi={10.11717/j.issn:2095-1922.2016.02.04},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84963830409&doi=10.11717%2fj.issn%3a2095-1922.2016.02.04&partnerID=40&md5=90aab18040834251c22f71086c2ad76c},
    affiliation={School of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, China},
    }
  • C. Liu, L. Qin, S. Zhang, and E. Hao, “Performance-based seismic fragility analysis of rc bridges,” World information on earthquake engineering, vol. 32, iss. 1, pp. 50-58, 2016.
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    @ARTICLE{Liu201650,
    author={Liu, C. and Qin, L. and Zhang, S. and Hao, E.},
    title={Performance-based seismic fragility analysis of RC bridges},
    journal={World Information on Earthquake Engineering},
    year={2016},
    volume={32},
    number={1},
    pages={50-58},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84963574928&partnerID=40&md5=aa5cb4412f7e9c4a655fba292bd6be6d},
    affiliation={Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, 116024, China},
    }
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    @CONFERENCE{Yu201673,
    author={Yu, C.},
    title={Time-variant finite element reliability for performance degradation assessment of concrete gravity dam},
    journal={Proceedings - 5th International Conference on Instrumentation and Measurement, Computer, Communication, and Control, IMCCC 2015},
    year={2016},
    pages={73-76},
    doi={10.1109/IMCCC.2015.23},
    art_number={7405802},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84963959636&doi=10.1109%2fIMCCC.2015.23&partnerID=40&md5=158bc6d3149963d24ccf0835652d37ba},
    affiliation={School of Civil Engineering, Harbin Institute of Technology, Harbin, China},
    }
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    @ARTICLE{Rinchen20161,
    author={Rinchen and Hancock, G.J. and Rasmussen, K.J.R.},
    title={Formulation and implementation of general thin-walled open-section beam-column elements in OpenSees},
    journal={Research Report - University of Sydney, Department of Civil Engineering},
    year={2016},
    number={961},
    pages={1-43},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85011901183&partnerID=40&md5=880b7f6c50b2036bdd30dca856350ab3},
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    @ARTICLE{Teng2016,
    author={Teng, J.G. and Lam, L. and Lin, G. and Lu, J.Y. and Xiao, Q.G.},
    title={Numerical simulation of FRP-jacketed RC columns subjected to cyclic and seismic loading},
    journal={Journal of Composites for Construction},
    year={2016},
    volume={20},
    number={1},
    doi={10.1061/(ASCE)CC.1943-5614.0000584},
    art_number={04015021},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84955566495&doi=10.1061%2f%28ASCE%29CC.1943-5614.0000584&partnerID=40&md5=9d6db07f010042aec837ddb518b61d59},
    affiliation={Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong; Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, College of Civil Engineering, Southeast Univ., Nanjing, 210096, China},
    }
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    [Bibtex]
    @ARTICLE{Lu2016,
    author={Lu, W. and He, Z.},
    title={Vulnerability and Robustness of Corroded Large-Span Cable-Stayed Bridges under Marine Environment},
    journal={Journal of Performance of Constructed Facilities},
    year={2016},
    volume={30},
    number={1},
    doi={10.1061/(ASCE)CF.1943-5509.0000727},
    art_number={04014204},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84955474774&doi=10.1061%2f%28ASCE%29CF.1943-5509.0000727&partnerID=40&md5=34326aea01dec549bbf1c1a508952206},
    affiliation={Dept. of Civil Engineering, Dalian Univ. of Technology, No. 2 Linggong Rd., High-Tech District, Dalian, Liaoning, 116024, China},
    }
  • [DOI] G. Yang, X. Hao, R. Duan, and Z. Li, “Research on the material nonlinear of reinforced concrete bridge based on open sees fiber,” Wuhan ligong daxue xuebao (jiaotong kexue yu gongcheng ban)/journal of wuhan university of technology (transportation science and engineering), vol. 40, iss. 1, p. 80-84 and 88, 2016.
    [Bibtex]
    @ARTICLE{Yang2016,
    author={Yang, G. and Hao, X. and Duan, R. and Li, Z.},
    title={Research on the material nonlinear of reinforced concrete bridge based on open SEES fiber},
    journal={Wuhan Ligong Daxue Xuebao (Jiaotong Kexue Yu Gongcheng Ban)/Journal of Wuhan University of Technology (Transportation Science and Engineering)},
    year={2016},
    volume={40},
    number={1},
    pages={80-84 and 88},
    doi={10.3963/j.issn.2095-3844.2016.01.017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84960887370&doi=10.3963%2fj.issn.2095-3844.2016.01.017&partnerID=40&md5=b49fa57aee4ca6ccea761591b6cc913b},
    affiliation={School of Highway, Chang'an University, Xi'an, 710064, China; Shaanxi College of Communication Technology, Xi'an, 710013, China},
    }
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    [Bibtex]
    @ARTICLE{Whyte2016,
    author={Whyte, C.A. and Mackie, K.R. and Stojadinovic, B.},
    title={Hybrid simulation of thermomechanical structural response},
    journal={Journal of Structural Engineering (United States)},
    year={2016},
    volume={142},
    number={2},
    doi={10.1061/(ASCE)ST.1943-541X.0001346},
    art_number={04015107},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84955498138&doi=10.1061%2f%28ASCE%29ST.1943-541X.0001346&partnerID=40&md5=f8a57c08ab343d71a90d00659e17572e},
    affiliation={Institute of Structural Engineering, Dept. of Civil, Environmental and Geomatic Engineering, Swiss Federal Institute of Technology (ETH) Zürich, HIL E13.1, Stefano-Franscini-Platz 5, Zürich, CH-8093, Switzerland; Dept. of Civil, Environmental, and Construction Engineering, Univ. of Central Florida, Engr II 402, 4000 Central Florida Blvd., Orlando, FL 32816-2450, United States; Dept. of Civil, Environmental and Geomatic Engineering, Swiss Federal Institute of Technology (ETH) Zürich, HIL E14.1, Stefano-Franscini-Platz 5, Zürich, CH-8093, Switzerland},
    }
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    [Bibtex]
    @ARTICLE{Chopra2016193,
    author={Chopra, A.K. and Mckenna, F.},
    title={Modeling viscous damping in nonlinear response history analysis of buildings for earthquake excitation},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2016},
    volume={45},
    number={2},
    pages={193-211},
    doi={10.1002/eqe.2622},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84954365817&doi=10.1002%2feqe.2622&partnerID=40&md5=1e1a8035aa2b5f2c5324a1a4d66ccd95},
    affiliation={Department of Civil Engineering, University of California, Berkeley, CA, United States},
    }
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    [Bibtex]
    @ARTICLE{Cheng2016126,
    author={Cheng, C. and Zhou, D. and Ye, S. and Zhu, L.},
    title={Experimental research on seismic behaviors of low shear-span ratio composite concrete and double steel plate shear walls with binding bars},
    journal={Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition)},
    year={2016},
    volume={46},
    number={1},
    pages={126-132},
    doi={10.3969/j.issn.1001-0505.2016.01.021},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84975745422&doi=10.3969%2fj.issn.1001-0505.2016.01.021&partnerID=40&md5=49a698016172458c238c450bcae4700d},
    affiliation={Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai, 200092, China; School of Civil Engineering, Qingdao Technological University, Qingdao, 266033, China},
    }
  • [DOI] X. Tong, Z. Fang, and X. Luo, “Experimental study on seismic behavior of reactive powder concrete shear walls,” Jianzhu jiegou xuebao/journal of building structures, vol. 37, iss. 1, pp. 21-30, 2016.
    [Bibtex]
    @ARTICLE{Tong201621,
    author={Tong, X. and Fang, Z. and Luo, X.},
    title={Experimental study on seismic behavior of reactive powder concrete shear walls},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2016},
    volume={37},
    number={1},
    pages={21-30},
    doi={10.14006/j.jzjgxb.2016.01.003},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84961720019&doi=10.14006%2fj.jzjgxb.2016.01.003&partnerID=40&md5=0361e9d5977b202d31fbc59dc49fd439},
    affiliation={Department of Civil Engineering, Hunan University, Changsha, 410082, China; School of Civil Engineering, Hunan Insititute of Science and Technology, Yueyang, 414006, China},
    }
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    [Bibtex]
    @ARTICLE{Lin201672,
    author={Lin, K.-Q. and Xie, L.-L. and Lu, X.-Z. and Lu, X.},
    title={Earthquake-induced collapse simulation of a super long span cable-stayed bridge based on an open source Fe program},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2016},
    volume={33},
    number={1},
    pages={72-80},
    doi={10.6052/j.issn.1000-4750.2014.06.0541},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84975749453&doi=10.6052%2fj.issn.1000-4750.2014.06.0541&partnerID=40&md5=5833ac24893c40945299da4e06d20d1b},
    affiliation={Department of Civil Engineering, Tsinghua University, Beijing, 100084, China; School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China},
    }
  • J. Sawab, C. H. Luu, Y. L. Mo, and M. Li, “Finite element simulation of steel plate ultra high performance concrete composite modules subjected to shear.” 2016, pp. 972-977.
    [Bibtex]
    @CONFERENCE{Sawab2016972,
    author={Sawab, J. and Luu, C.H. and Mo, Y.L. and Li, M.},
    title={Finite element simulation of steel plate ultra high performance concrete composite modules subjected to shear},
    journal={Lecture Notes in Engineering and Computer Science},
    year={2016},
    volume={2224},
    pages={972-977},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84994378360&partnerID=40&md5=b90dc6c8138025fe44d35b4473b0deaf},
    affiliation={Civil and Environmental Engineering Department, University of Houston, Houston, TX 77204, United States; University of Irvine, Irvine, CA 92697, United States},
    }
  • M. Ezzeldin, L. Wiebe, and W. El-Dakhakhni, “Numerical modelling of reinforced concrete block structural wall buildings under seismic loading.” 2016, pp. 2379-2388.
    [Bibtex]
    @CONFERENCE{Ezzeldin20162379,
    author={Ezzeldin, M. and Wiebe, L. and El-Dakhakhni, W.},
    title={Numerical modelling of reinforced concrete block structural wall buildings under seismic loading},
    journal={Proceedings, Annual Conference - Canadian Society for Civil Engineering},
    year={2016},
    volume={3},
    pages={2379-2388},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030679874&partnerID=40&md5=60868fa965f366fe1a13cbe89401cb1a},
    affiliation={McMaster University, Canada},
    }
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    @ARTICLE{Jia20161,
    author={Jia, S. and Cao, W. and Zhang, Y. and Yuan, Q.},
    title={Analysis of the stiffness ratio at the interim layer of frame-supported multi-ribbed lightweight walls under low-reversed cyclic loading},
    journal={Applied Sciences (Switzerland)},
    year={2016},
    volume={6},
    number={1},
    pages={1-19},
    doi={10.3390/app6010021},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84973657472&doi=10.3390%2fapp6010021&partnerID=40&md5=c463a5d5e8f5a0d69d1feeaf87ecfa41},
    affiliation={College of Architecture and Civil Engineering, Beijing University of Technology, No.100, Pingleyuan, Chaoyang District, Beijing, 100124, China; Academy of Railway Sciences, Scientific and oTechnological Information Research Institute, No. 2 Daliushu Road, Haidian District, Beijing, 100081, China; School of Civil Engineering, Beijing Jiaotong University, No.3 Shangyuancun, Haidian District, Beijing, 100044, China},
    }
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    @ARTICLE{Khorasani2016193,
    author={Khorasani, N.E. and Garlock, M. and Gardoni, P.},
    title={Probabilistic performance-based evaluation of a tall steel moment resisting frame under post-earthquake fres},
    journal={Journal of Structural Fire Engineering},
    year={2016},
    volume={7},
    number={3},
    pages={193-216},
    doi={10.1108/JSFE-09-2016-014},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84992710900&doi=10.1108%2fJSFE-09-2016-014&partnerID=40&md5=e8d0d7cd2b972b65794fd2a0d7c4ab1f},
    affiliation={Department of Civil, Structural and Environmental Engineering, University at Buffalo, Buffalo, NY, United States; Department of Civil and Environmental Engineering, Princeton University, Princeton, NJ, United States; Department of Civil and Environmental Engineering, University of Illinois at Urbana, Champaign, IL, United States},
    }
  • W. Li, “Numerical modelling of flexure-shear critical rc column.” 2016, pp. 17-24.
    [Bibtex]
    @CONFERENCE{Li201617,
    author={Li, W.},
    title={Numerical modelling of flexure-shear critical RC column},
    journal={IABSE Congress Stockholm, 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment},
    year={2016},
    pages={17-24},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018955296&partnerID=40&md5=0a66968cfbd9c6cd650d0ad8ae24fe3a},
    affiliation={Fukuoka University, Fukuoka, Japan},
    }
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    @ARTICLE{Kechidi2016421,
    author={Kechidi, S. and Bourahla, N.},
    title={Deteriorating hysteresis model for cold-formed steel shear wall panel based on its physical and mechanical characteristics},
    journal={Thin-Walled Structures},
    year={2016},
    volume={98},
    pages={421-430},
    doi={10.1016/j.tws.2015.09.022},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84946118796&doi=10.1016%2fj.tws.2015.09.022&partnerID=40&md5=7f13a22f4a2fd02aca8916d93a864ee0},
    affiliation={Geomaterials and Civil Engineering Laboratory, Department of Civil Engineering, University of Blida 1, BP270, Blida, Algeria},
    }
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    @ARTICLE{Lai2016373,
    author={Lai, W. and Wei, X. and Ning-Ning, F. and Shuping, C. and Feng, L. and Qiumei, G.},
    title={Research on seismic performance of reinforced concrete frame with unequal span under low cyclic reversed loading},
    journal={Open Civil Engineering Journal},
    year={2016},
    volume={10},
    number={1},
    pages={373-383},
    doi={10.2174/1874149501610010373},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84978524020&doi=10.2174%2f1874149501610010373&partnerID=40&md5=ded42ab3472a5d57c7192b8a2cb80b25},
    affiliation={Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao, 266590, China; College of Civil and Transportation Engineering, Hohai University, Nanjing, 210098, China},
    }
  • D. Forcellini, S. Gobbi, and D. Mina, “Numerical simulations of ordinary buildings with soil-structure interaction.” 2016, pp. 2128-2133.
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    @CONFERENCE{Forcellini20162128,
    author={Forcellini, D. and Gobbi, S. and Mina, D.},
    title={Numerical simulations of ordinary buildings with soil-structure interaction},
    journal={Insights and Innovations in Structural Engineering, Mechanics and Computation - Proceedings of the 6th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2016},
    year={2016},
    pages={2128-2133},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85013076731&partnerID=40&md5=56b3e54227b5176f6deb6647198b98c9},
    affiliation={University of San Marino, San Marino, San Marino},
    }
  • H. Burch, S. Sanchez, and A. Ebrahimpour, “Serviceability sensitivity analysis of wood floors allowing for sheathing discontinuities,” Wood and fiber science, vol. 48, pp. 17-21, 2016.
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    @ARTICLE{Burch201617,
    author={Burch, H. and Sanchez, S. and Ebrahimpour, A.},
    title={Serviceability sensitivity analysis of wood floors allowing for sheathing discontinuities},
    journal={Wood and Fiber Science},
    year={2016},
    volume={48},
    pages={17-21},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84963502678&partnerID=40&md5=f9be1b90a7b88c6d611a9b634f6a7251},
    affiliation={Engineering System Solutions, Idaho Falls, ID, United States; Department of Civil and Environmental Engineering, Idaho State University, Pocatello, ID, United States},
    }
  • S. Ma and F. Lam, “Seismic analysis of pin-supported clt shear wall system equipped with low-yield-strength steel dampers.” 2016.
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    @CONFERENCE{Ma2016,
    author={Ma, S. and Lam, F.},
    title={Seismic analysis of pin-supported CLT shear wall system equipped with low-yield-strength steel dampers},
    journal={WCTE 2016 - World Conference on Timber Engineering},
    year={2016},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85010987053&partnerID=40&md5=71b4b3068aaaa4ce5b36f5d87c52e713},
    affiliation={University of British Columbia, Vancouver, Canada},
    }
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    @CONFERENCE{Benedetti2016,
    author={Benedetti, F. and Rosales, V. and Opazo, A.},
    title={Cyclic testing and simulation of hold down connections in radiata pine CLT shear walls},
    journal={WCTE 2016 - World Conference on Timber Engineering},
    year={2016},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85010951189&partnerID=40&md5=6d9aa045bb4c2768eb78d74c70dbeb58},
    affiliation={Department of Civil and Environmental Engineering, Universidad del Bío-Bío, Avda. Collao 1202, Concepción, Chile; Universidad del Bío-Bío, Chile},
    }
  • Y. L. Bai and J. G. Dai, “Cyclic stress-strain model for steel rebars in frp-confined concrete considering buckling effect.” 2016, pp. 990-993.
    [Bibtex]
    @CONFERENCE{Bai2016990,
    author={Bai, Y.L. and Dai, J.G.},
    title={Cyclic stress-strain model for steel rebars in FRP-confined concrete considering buckling effect},
    journal={Proceedings of the 8th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2016},
    year={2016},
    pages={990-993},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049913153&partnerID=40&md5=5096b8bccbf704c8813d664db058b594},
    affiliation={Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, China; Department of Civil and Environmental Engineering, Hong Kong Polytechnic University, China},
    }
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    @ARTICLE{Ma2016143,
    author={Ma, H. and Xue, J. and Liu, Y. and Wang, Z.},
    title={Finite element analysis on hysteretic performance of steel reinforced recycled concrete composite columns},
    journal={Journal of Earthquake Engineering and Engineering Vibration},
    year={2016},
    volume={15},
    number={2},
    pages={143-151},
    doi={10.13197/j.eeev.2016.02.143.mah.019},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84979266109&doi=10.13197%2fj.eeev.2016.02.143.mah.019&partnerID=40&md5=b85462c12d78f794751d9b8150c58643},
    affiliation={School of Civil Engineering and Architecture, Xi'an University of Technology, Xi'an, 710048, China; School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, 710055, China},
    }
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    @ARTICLE{Karimi2016,
    author={Karimi, Z. and Dashti, S.},
    title={Numerical and centrifuge modeling of seismic soil-foundation-structure interaction on liquefiable ground},
    journal={Journal of Geotechnical and Geoenvironmental Engineering},
    year={2016},
    volume={142},
    number={1},
    doi={10.1061/(ASCE)GT.1943-5606.0001346},
    art_number={04015061},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84950240939&doi=10.1061%2f%28ASCE%29GT.1943-5606.0001346&partnerID=40&md5=7280f4ed9bb84703ec0e73855d1fdcb0},
    affiliation={Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO 80309, United States},
    }
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    @CONFERENCE{Alirezaei20161051,
    author={Alirezaei, M. and Noori, M. and Tatari, O. and Mackie, K.R. and Elgamal, A.},
    title={BIM-based Damage Estimation of Buildings under Earthquake Loading Condition},
    journal={Procedia Engineering},
    year={2016},
    volume={145},
    pages={1051-1058},
    doi={10.1016/j.proeng.2016.04.136},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84999622502&doi=10.1016%2fj.proeng.2016.04.136&partnerID=40&md5=5ba60cfee5cb10e47184c7529249fb36},
    affiliation={Department of Civil, Environmental and Construction Engineering, University of Central Florida, Orlando, FL 32816, United States; Department of Structural Engineering, University of California San Diego, San Diego, CA 92093-0085, United States},
    }
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    @ARTICLE{Tapia-Hernandez2016428,
    author={Tapia-Hernández, E.},
    title={Tubular steel poles under lateral load patterns},
    journal={Advanced Steel Construction},
    year={2016},
    volume={12},
    number={4},
    pages={428-445},
    doi={10.18057/IJASC.2016.12.4.4},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85013448331&doi=10.18057%2fIJASC.2016.12.4.4&partnerID=40&md5=b1b5aaaa7589772298fbd32f59949252},
    affiliation={Universidad Autónoma Metropolitana–Azcapotzalco, México, D.F., Mexico},
    }
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    @ARTICLE{Xian2016429,
    author={Xian, L. and He, Z. and Ou, X.},
    title={Incorporation of collapse safety margin into direct earthquake loss estimate},
    journal={Earthquake and Structures},
    year={2016},
    volume={10},
    number={2},
    pages={429-450},
    doi={10.12989/eas.2016.10.2.429},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84962793774&doi=10.12989%2feas.2016.10.2.429&partnerID=40&md5=8cf4047523ffb6e3f502dc848e23b2c0},
    affiliation={College of Resources and Civil Engineering, Northeastern University, Shenyang, 110004, China; College of Civil Engineering and Architecture, Liaoning Technical University, Fuxin, 123000, China; Department of Civil Engineering, Dalian University of Technology, Dalian, 116024, China; College of Civil and Safety Engineering, Dalian Jiaotong University, Dalian, 116028, China},
    }
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    @CONFERENCE{Wang2016293,
    author={Wang, N. and Elgamal, A. and Li, X. and Lu, J.},
    title={Effect of Pile Diameter on the Seismic Performance of Pile Foundation},
    journal={International Collaboration in Lifeline Earthquake Engineering 2016 - Proceedings of the 7th China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering},
    year={2016},
    pages={293-300},
    doi={10.1061/9780784480342.040},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029440664&doi=10.1061%2f9780784480342.040&partnerID=40&md5=97f3be1458c495ae71dc63ab1f5691d2},
    affiliation={Institute of Geophysics, China Earthquake Administration, Beijing, 100081, China; Univ. of California, San Diego, Dept. of Structural Engineering, San Diego, CA 92093-0085, United States},
    }
  • L. Tirca, M. Ohira, and O. M. Serban, “Nonlinear response of a cbf hospital building with and without friction damper devices.” 2016, pp. 827-834.
    [Bibtex]
    @CONFERENCE{Tirca2016827,
    author={Tirca, L. and Ohira, M. and Serban, O.M.},
    title={Nonlinear response of a CBF hospital building with and without friction damper devices},
    journal={Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016},
    year={2016},
    pages={827-834},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85010748533&partnerID=40&md5=6e2d960e5f75825cacf36035ed22dd24},
    affiliation={Department of Building Civil and Environmental Engineering, Concordia University, Montreal, Canada},
    }
  • J. A. Vásquez, J. C. de la Llera, and M. Rendel, “Inelastic dynamic analysis of a prestressed reinforced concrete frame.” 2016, pp. 326-331.
    [Bibtex]
    @CONFERENCE{Vasquez2016326,
    author={Vásquez, J.A. and de la Llera, J.C. and Rendel, M.},
    title={Inelastic dynamic analysis of a prestressed reinforced concrete frame},
    journal={Insights and Innovations in Structural Engineering, Mechanics and Computation - Proceedings of the 6th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2016},
    year={2016},
    pages={326-331},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85013041581&partnerID=40&md5=e41acecddc26e3f9702efde69671023d},
    affiliation={National Research Center for Integrated Natural Disaster Management CIGIDEN CONICYT/FONDAP, Chile; Pontificia Universidad Católica de Chile, Santiago, Chile; Sirve S.A, Santiago, Chile},
    }
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    [Bibtex]
    @ARTICLE{Miano2016355,
    author={Miano, A. and Jalayer, F. and Prota, A.},
    title={Cloud to ida: A very efficient solution for performing incremental dynamic analysis},
    journal={Lecture Notes in Civil Engineering},
    year={2016},
    volume={10},
    pages={355-368},
    doi={10.1007/978-3-319-78936-1_26},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062714609&doi=10.1007%2f978-3-319-78936-1_26&partnerID=40&md5=5fd09f143bc0f8e4797fd64b8d3c4bd1},
    affiliation={Department of Structures for Engineering and Architecture, University “Federico II”, Naples, Italy},
    }
  • F. Ruo-Qiang and X. Peng-Hui, “Seismic performance investigation of cold-formed steel framed shear walls with steel sheathing.” 2016, pp. 761-770.
    [Bibtex]
    @CONFERENCE{Ruo-Qiang2016761,
    author={Ruo-Qiang, F. and Peng-Hui, X.},
    title={Seismic performance investigation of cold-formed steel framed shear walls with steel sheathing},
    journal={Wei-Wen Yu International Specialty Conference on Cold-Formed Steel Structures 2016 - Recent Research and Developments in Cold-Formed Steel Design and Construction},
    year={2016},
    pages={761-770},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85027885476&partnerID=40&md5=dee6b30a71d0c489aeff254942a5e8e5},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, 210018, China; School of Civil Engineering, Southeast University, Nanjing, 210018, China},
    }
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    @ARTICLE{Shen2016149,
    author={Shen, Y.-L. and Mu, Z.-G. and Schneider, J. and Stiemer, S.F.},
    title={Numerical simulation study and damage analysis of cross laminated timber connections},
    journal={Gongcheng Kexue Xuebao/Chinese Journal of Engineering},
    year={2016},
    volume={38},
    number={1},
    pages={149-157},
    doi={10.13374/j.issn2095-9389.2016.01.020},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84960455186&doi=10.13374%2fj.issn2095-9389.2016.01.020&partnerID=40&md5=cd2b1ab693580b0044dfac7f3e28e0c1},
    affiliation={School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, 100083, China; China Electronics Engineering Design Institute, Beijing, 100142, China; Department of Civil Engineering, Faculty of Applied Science, University of British Columbia, Vancouver, V6T 1Z4, Canada},
    }
  • D. Talledo, L. Pozza, A. Saetta, and M. Savoia, “Coupled shear-tension numerical model for modelling of clt connections.” 2016.
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    @CONFERENCE{Talledo2016,
    author={Talledo, D. and Pozza, L. and Saetta, A. and Savoia, M.},
    title={Coupled shear-tension numerical model for modelling of CLT connections},
    journal={WCTE 2016 - World Conference on Timber Engineering},
    year={2016},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85010953273&partnerID=40&md5=9c5989d862d4dbae4d78f7d22d85548b},
    affiliation={Department of Architecture Construction Conservation, University IUAV of Venice, Dorsoduro, 2206, Venice, 30123, Italy; Department of Civil, Chemical, Environmental and Materials Engineering, University of Bologna, Viale Risorgimento, 2, Bologna, 40136, Italy},
    }
  • Y. Liu, D. G. Lu, and F. Paolacci, “Probabilistic seismic resilience analysis for bridges shocked by nearfault pulse-like ground motions.” 2016, pp. 616-622.
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    @CONFERENCE{Liu2016616,
    author={Liu, Y. and Lu, D.G. and Paolacci, F.},
    title={Probabilistic seismic resilience analysis for bridges shocked by nearfault pulse-like ground motions},
    journal={Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks - Proceedings of the 8th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2016},
    year={2016},
    pages={616-622},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85001085800&partnerID=40&md5=e0f3c7d4ed0b6c9bc0791d5c99235d8c},
    affiliation={School of Civil Engineering, Harbin Institute of Technology, Harbin, China; Department of Engineering, University of Roma Tre, Rome, Italy},
    }
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    @ARTICLE{Perceka2016,
    author={Perceka, W. and Liao, W.-C. and Wang, Y.-D.},
    title={High strength concrete columns under axial compression load: Hybrid confinement efficiency of high strength transverse reinforcement and steel fibers},
    journal={Materials},
    year={2016},
    volume={9},
    number={4},
    doi={10.3390/ma9040264},
    art_number={264},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84965062821&doi=10.3390%2fma9040264&partnerID=40&md5=7bd71c18c7a17f740ec955336a77fc50},
    affiliation={Department of Civil Engineering, National Taiwan University, No. 1, Sec. 4, Roosevelt Road, Taipei, 10617, Taiwan},
    }
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    @ARTICLE{Zhou2016173,
    author={Zhou, C. and Zeng, X. and Zhao, F. and Zhou, H.},
    title={Seismic fragility analysis for high-rise reinforced concrete chimney},
    journal={Journal of Earthquake Engineering and Engineering Vibration},
    year={2016},
    volume={15},
    number={2},
    pages={173-181},
    doi={10.13197/j.eeev.2016.02.173.zhoucd.023},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84979264961&doi=10.13197%2fj.eeev.2016.02.173.zhoucd.023&partnerID=40&md5=2e45226524b565b8bc8fcd0b36e6f9a4},
    affiliation={School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China; MCC Central Research Institute of Building and Construction Co. Ltd, Beijing, 100088, China},
    }
  • Y. Liu, M. -X. Pan, Z. Zhou, Y. -K. Dong, and T. -S. Zhou, “Mechanical analysis of a new type of self-centering frame.” 2016, pp. 763-768.
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    @CONFERENCE{Liu2016763,
    author={Liu, Y. and Pan, M.-X. and Zhou, Z. and Dong, Y.-K. and Zhou, T.-S.},
    title={Mechanical analysis of a new type of self-centering frame},
    journal={Civil Engineering and Urban Planning IV - Proceedings of the 4th International Conference on Civil Engineering and Urban Planning, CEUP 2015},
    year={2016},
    pages={763-768},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85016722789&partnerID=40&md5=176882380bbaf24d8da248ea780ef2da},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures, Ministry of Education, Southeast University, Nanjing, Jiangsu, China; State Key Laboratory of Building Safety and Built Environment, Beijing, China},
    }
  • L. Tirca, M. Bosco, N. Lin, and L. Lin, “Modelling strategy for the seismic response of a moment resisting steel frame building.” 2016, pp. 819-826.
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    @CONFERENCE{Tirca2016819,
    author={Tirca, L. and Bosco, M. and Lin, N. and Lin, L.},
    title={Modelling strategy for the seismic response of a moment resisting steel frame building},
    journal={Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016},
    year={2016},
    pages={819-826},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85010715761&partnerID=40&md5=c119eb3a8e1531d0c1a665bdd4425462},
    affiliation={Department of Building Civil and Environmental Engineering, Concordia University, Montreal, Canada},
    }
  • W. Zhang, J. Wang, M. Mahdavian, and C. Yu, “Seismic performance of cold-formed steel framed buildings using corrugated sheet shear walls.” 2016, pp. 252-263.
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    @CONFERENCE{Zhang2016252,
    author={Zhang, W. and Wang, J. and Mahdavian, M. and Yu, C.},
    title={Seismic Performance of Cold-Formed Steel Framed Buildings Using Corrugated Sheet Shear Walls},
    journal={Geotechnical and Structural Engineering Congress 2016 - Proceedings of the Joint Geotechnical and Structural Engineering Congress 2016},
    year={2016},
    pages={252-263},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84966461512&partnerID=40&md5=beda3695accd7af7a0430b333c4d95b0},
    affiliation={Dept. of Engineering Technology, Univ. of North Texas, 3940 N. Elm St., Denton, TX 76207, United States; Dept. of Civil Engineering, Tsinghua Univ., Beijing, China},
    }
  • J. Leng, S. G. Buonopane, and B. W. Schafer, “Seismic modeling and incremental dynamic analysis of the cold-formed steel framed cfs-nees building.” 2016, pp. 869-884.
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    @CONFERENCE{Leng2016869,
    author={Leng, J. and Buonopane, S.G. and Schafer, B.W.},
    title={Seismic modeling and incremental dynamic analysis of the cold-formed steel framed CFS-NEES building},
    journal={Wei-Wen Yu International Specialty Conference on Cold-Formed Steel Structures 2016 - Recent Research and Developments in Cold-Formed Steel Design and Construction},
    year={2016},
    pages={869-884},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85027876253&partnerID=40&md5=c253a2fe9ab57b2f716f966bb9873dcf},
    affiliation={McGill University, United States; Johns Hopkins University, United States; Bucknell University, United States},
    }
  • F. R. Rofooei and A. Yadegari Farzaneh, “Numerical study of an innovative sma based beam-column connection in reducing the seismic response of steel mrf structures,” Scientia iranica, vol. 23, iss. 5, pp. 2033-2043, 2016.
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    @ARTICLE{Rofooei20162033,
    author={Rofooei, F.R. and Yadegari Farzaneh, A.},
    title={Numerical study of an innovative SMA based beam-column connection in reducing the seismic response of steel MRF structures},
    journal={Scientia Iranica},
    year={2016},
    volume={23},
    number={5},
    pages={2033-2043},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85013813562&partnerID=40&md5=980955b5888ae976a1439da2d38c7bee},
    affiliation={Department of Civil Engineering, Sharif University of Technology, Tehran, Iran; Building and Housing Research Center, Tehran, Iran},
    }
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    @CONFERENCE{Tsiavos20165574,
    author={Tsiavos, A. and Stojadinovic, B.},
    title={A probabilistic approach towards an evaluation of existing code provisions for seismically isolated structures (Eccomas Congress 2016)},
    journal={ECCOMAS Congress 2016 - Proceedings of the 7th European Congress on Computational Methods in Applied Sciences and Engineering},
    year={2016},
    volume={3},
    pages={5574-5584},
    doi={10.7712/100016.2203.10015},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84995488281&doi=10.7712%2f100016.2203.10015&partnerID=40&md5=d5b80e829a444ef61bd9ec3901fa1ced},
    affiliation={Institute of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zürich, HIL E 12.1, Stefano-Franscini-Platz 5, Zürich, 8093, Switzerland; Institute of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zürich, HIL E 14.1, Stefano-Franscini-Platz 5, Zurich, 8093, Switzerland},
    }
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    @ARTICLE{Guo2016,
    author={Guo, A. and Gao, H.},
    title={Seismic Behavior of Posttensioned Concrete Bridge Piers with External Viscoelastic Dampers},
    journal={Shock and Vibration},
    year={2016},
    volume={2016},
    doi={10.1155/2016/1823015},
    art_number={1823015},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84965158896&doi=10.1155%2f2016%2f1823015&partnerID=40&md5=ebafa9576980d859973ad90199cc5859},
    affiliation={Ministry-of-Education Key Laboratory of Structural Dynamic Behavior and Control, School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China},
    }
  • W. Zhang, M. Mahdavian, Y. Li, and C. Yu, “Simulating the seismic performance of cold-formed steel framed buildings using corrugated sheet shear walls.” 2016, pp. 785-794.
    [Bibtex]
    @CONFERENCE{Zhang2016785,
    author={Zhang, W. and Mahdavian, M. and Li, Y. and Yu, C.},
    title={Simulating the seismic performance of cold-formed steel framed buildings using corrugated sheet shear walls},
    journal={Wei-Wen Yu International Specialty Conference on Cold-Formed Steel Structures 2016 - Recent Research and Developments in Cold-Formed Steel Design and Construction},
    year={2016},
    pages={785-794},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85027852099&partnerID=40&md5=1c8643cc9572668eb7222049bfb784ad},
    affiliation={Tongjing University, Shanghai, China; University of North Texas, Denton, TX, United States},
    }
  • C. Aranha, J. Branco, P. Lourenço, G. Flatscher, and G. Schickhofer, “Finite element modelling of the cyclic behaviour of clt connectors and walls.” 2016.
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    @CONFERENCE{Aranha2016,
    author={Aranha, C. and Branco, J. and Lourenço, P. and Flatscher, G. and Schickhofer, G.},
    title={Finite element modelling of the cyclic behaviour of CLT connectors and walls},
    journal={WCTE 2016 - World Conference on Timber Engineering},
    year={2016},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85010999501&partnerID=40&md5=af4f07fec1c4d16a4fc6fcbdfcb320a5},
    affiliation={ISISE, University of Minho, Portugal; TUGraz, Austria},
    }
  • H. Mirzaeefard and M. Mirtaheri, “Seismic behavior of steel structures equipped with cylindrical frictional dampers,” Asian journal of civil engineering, vol. 17, iss. 5, pp. 651-661, 2016.
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    @ARTICLE{Mirzaeefard2016651,
    author={Mirzaeefard, H. and Mirtaheri, M.},
    title={Seismic behavior of steel structures equipped with Cylindrical Frictional Dampers},
    journal={Asian Journal of Civil Engineering},
    year={2016},
    volume={17},
    number={5},
    pages={651-661},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84954459696&partnerID=40&md5=b5232d21dff5e2447fec2b2dc0c916b2},
    affiliation={Department of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran},
    }
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    @ARTICLE{Guo2016,
    author={Guo, J. and Zhong, J. and Dang, X. and Yuan, W.},
    title={Seismic responses of a cable-stayed bridge with consideration of uniform temperature load},
    journal={Applied Sciences (Switzerland)},
    year={2016},
    volume={6},
    number={12},
    doi={10.3390/app6120408},
    art_number={408},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85007504180&doi=10.3390%2fapp6120408&partnerID=40&md5=35d9e6fa67451c1ed681e175bb8e37b3},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China; School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei, 230009, China},
    }
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    @ARTICLE{Yang2016,
    author={Yang, H. and Wu, Y. and Mo, P. and Chen, J.},
    title={Improved nonlinear cyclic stress-strain model for reinforcing bars including buckling effect and experimental verification},
    journal={International Journal of Structural Stability and Dynamics},
    year={2016},
    volume={16},
    number={1},
    doi={10.1142/S0219455416400058},
    art_number={1640005},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84942533184&doi=10.1142%2fS0219455416400058&partnerID=40&md5=f7aee483e7339b310b1aa59ca6fc8805},
    affiliation={College of Civil Engineering, Chongqing University, Chongqing, 400045, China; Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Ministry of Education, Chongqing, 400045, China},
    }
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    @CONFERENCE{Morais2016277,
    author={Morais, E.C. and Vigh, L.G. and Krähling, J.},
    title={Fragility estimation and comparison using IDA and simplified macro-modeling of in-plane shear in old masonry walls},
    journal={Springer Proceedings in Mathematics and Statistics},
    year={2016},
    volume={181},
    pages={277-291},
    doi={10.1007/978-3-319-42402-6_23},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84988649510&doi=10.1007%2f978-3-319-42402-6_23&partnerID=40&md5=5e0842a2758c7154f30dca6934ddb547},
    affiliation={Department of Structural Engineering, BME, Megyetem rkp. 3, Budapest, 1111, Hungary; Department of History of Architecture and Monuments, BME, Megyetem rkp. 3, Budapest, 1111, Hungary},
    }
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    @ARTICLE{Li2016163,
    author={Li, L.-F. and Wu, W.-P. and Hu, S.-C. and Liu, S.-M.},
    title={Time-dependent seismic fragility analysis of high pier bridge based on chloride ion induced corrosion},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2016},
    volume={33},
    number={1},
    pages={163-170},
    doi={10.6052/j.issn.1000-4750.2014.06.0530},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84975744294&doi=10.6052%2fj.issn.1000-4750.2014.06.0530&partnerID=40&md5=7cf6adb608aa947b9cf3c6f265141ce8},
    affiliation={College of Civil Engineering, Hunan University, Changsha, 410082, China},
    }
  • A. Kalantari, O. Bahar, and B. Abbasi Feshki, “Evaluation of different system identification methods for assessment of deteriorated rc structures in aggressive environments.” 2016, pp. 302-305.
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    @CONFERENCE{Kalantari2016302,
    author={Kalantari, A. and Bahar, O. and Abbasi Feshki, B.},
    title={Evaluation of different system identification methods for assessment of deteriorated RC structures in aggressive environments},
    journal={Proceedings of the 6th International Disaster and Risk Conference: Integrative Risk Management - Towards Resilient Cities, IDRC Davos 2016},
    year={2016},
    pages={302-305},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055786643&partnerID=40&md5=8018a87a24312108f709ba36237e471f},
    affiliation={International Institute of Earthquake Engineering and Seismology, Tehran, Iran; University of Science and Culture, Tehran, Iran},
    }
  • M. A. Bezabeh and S. Tesfamariam, “Effects of clt-infill walls on the collapse behavior of steel moment resisting frames.” 2016, pp. 2559-2567.
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    @CONFERENCE{Bezabeh20162559,
    author={Bezabeh, M.A. and Tesfamariam, S.},
    title={Effects of CLT-infill walls on the collapse behavior of steel moment resisting frames},
    journal={Proceedings, Annual Conference - Canadian Society for Civil Engineering},
    year={2016},
    volume={4},
    pages={2559-2567},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030852090&partnerID=40&md5=98ed654007954b5b02478de2ccd4fb18},
    affiliation={University of British Columbia, Canada},
    }
  • M. Peruch, E. Spacone, and P. B. Shing, “Analysis of reinforced masonry structures: equivalent frame approach with force-based elements.” 2016, pp. 291-300.
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    @CONFERENCE{Peruch2016291,
    author={Peruch, M. and Spacone, E. and Shing, P.B.},
    title={Analysis of reinforced masonry structures: Equivalent frame approach with force-based elements},
    journal={Brick and Block Masonry: Trends, Innovations and Challenges - Proceedings of the 16th International Brick and Block Masonry Conference, IBMAC 2016},
    year={2016},
    pages={291-300},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85016120366&partnerID=40&md5=ac12a62215af4eee60ffc37a864e40f9},
    affiliation={Department of Engineering and Geology, University of Chieti Pescara, Pescara, Italy; Department of Structural Engineering, University of California San Diego, La Jolla, CA, United States},
    }
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    @ARTICLE{Zhong20161797,
    author={Zhong, J. and Pang, Y. and Jeon, J.-S. and Desroches, R. and Yuan, W.},
    title={Seismic fragility assessment of long-span cable-stayed bridges in China},
    journal={Advances in Structural Engineering},
    year={2016},
    volume={19},
    number={11},
    pages={1797-1812},
    doi={10.1177/1369433216649380},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85007421535&doi=10.1177%2f1369433216649380&partnerID=40&md5=f353ef129d74bd2fd173739d8aaed25b},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China; Department of Civil, Geological and Mining Engineering, École Polytechnique de Montréal, Montréal, QC, Canada; School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, United States},
    }
  • [DOI] O. Zanoli, C. Piatti, L. Zuccarino, and E. J. Parker, “Advances in offshore seismic slope stability: a case history.” 2016, pp. 153-163.
    [Bibtex]
    @CONFERENCE{Zanoli2016153,
    author={Zanoli, O. and Piatti, C. and Zuccarino, L. and Parker, E.J.},
    title={Advances in offshore seismic slope stability: A case history},
    journal={Submarine Mass Movements and Their Consequences, 6th International Symposium},
    year={2016},
    pages={153-163},
    doi={10.1007/978-3-319-00972-8_14},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84986199021&doi=10.1007%2f978-3-319-00972-8_14&partnerID=40&md5=ae568b7b36c978a2d76d66d92005f867},
    affiliation={D'Appolonia S.p.A., Siting Division, Genoa, Italy},
    }
  • Q. Cui, Q. Li, X. Zhou, and L. Zhang, “Seismic performance of multi-story self-centering structures with angles used as energy-dissipaters.” 2016, pp. 73-79.
    [Bibtex]
    @CONFERENCE{Cui201673,
    author={Cui, Q. and Li, Q. and Zhou, X. and Zhang, L.},
    title={Seismic performance of multi-story self-centering structures with angles used as energy-dissipaters},
    journal={Sustainable Buildings and Structures - Proceedings of the 1st International Conference on Sustainable Buildings and Structures, ICSBS 2015},
    year={2016},
    pages={73-79},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84949843947&partnerID=40&md5=357f7cb7ce0c791871c360a255526d4d},
    affiliation={School of Civil Engineering, Suzhou University of Science and Technology, Suzhou, Jiangsu, China},
    }
  • P. Steneker and L. Wiebe, “Evaluation of the contribution of panel zones to the global performance of moment resisting frames under seismic load.” 2016, pp. 2206-2215.
    [Bibtex]
    @CONFERENCE{Steneker20162206,
    author={Steneker, P. and Wiebe, L.},
    title={Evaluation of the contribution of panel zones to the global performance of moment resisting frames under seismic load},
    journal={Proceedings, Annual Conference - Canadian Society for Civil Engineering},
    year={2016},
    volume={3},
    pages={2206-2215},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030683313&partnerID=40&md5=ef18a9978e2e6ca6b1c80cd4456aa619},
    affiliation={McMaster University, Canada},
    }

2015

  • [DOI] Z. Zhao, K. Hu, and S. Yin, “Numerical simulation for pseudo-static test of earthquake-damaged rc frame joints strengthened by self compacting concrete,” Xi’an jianzhu keji daxue xuebao/journal of xi’an university of architecture and technology, vol. 47, iss. 6, pp. 808-813, 2015.
    [Bibtex]
    @ARTICLE{Zhao2015808,
    author={Zhao, Z. and Hu, K. and Yin, S.},
    title={Numerical simulation for pseudo-static test of earthquake-damaged RC frame joints strengthened by self compacting concrete},
    journal={Xi'an Jianzhu Keji Daxue Xuebao/Journal of Xi'an University of Architecture and Technology},
    year={2015},
    volume={47},
    number={6},
    pages={808-813},
    doi={10.15986/j.1006-7930.2015.06.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84962033224&doi=10.15986%2fj.1006-7930.2015.06.008&partnerID=40&md5=b23ec10f66efeae31168c8f039780e78},
    affiliation={Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai, 200092, China; Shanghai Tunnel Engineering and Rail Transit Design and Research Institute, Shanghai, 200235, China},
    }
  • [DOI] L. Tirca, L. Chen, and R. Tremblay, “Assessing collapse safety of cbf buildings subjected to crustal and subduction earthquakes,” Journal of constructional steel research, vol. 115, pp. 47-61, 2015.
    [Bibtex]
    @ARTICLE{Tirca201547,
    author={Tirca, L. and Chen, L. and Tremblay, R.},
    title={Assessing collapse safety of CBF buildings subjected to crustal and subduction earthquakes},
    journal={Journal of Constructional Steel Research},
    year={2015},
    volume={115},
    pages={47-61},
    doi={10.1016/j.jcsr.2015.07.025},
    art_number={4287},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84940192925&doi=10.1016%2fj.jcsr.2015.07.025&partnerID=40&md5=0cfbf828dec79fe095a243629c93fa9b},
    affiliation={Department of Building, Civil and Environmental Engineering, Concordia University Montreal, 1455 De Maisonneuve Blvd. West, Montreal, QC H3G1M8, Canada; Department of Civil, Geological, and Mining Engineering, Ecole Polytechnique de Montreal, P.O. Box 6079, Station Centre-Ville, Montreal, QC H3C3A7, Canada},
    }
  • [DOI] Y. Li, S. Shao, and C. Lai, “Simulation of analysis model based on hillnger-reissner variation for square concrete-filled steel tube column,” Yingyong lixue xuebao/chinese journal of applied mechanics, vol. 32, iss. 6, pp. 1082-1087, 2015.
    [Bibtex]
    @ARTICLE{Li20151082,
    author={Li, Y. and Shao, S. and Lai, C.},
    title={Simulation of analysis model based on Hillnger-Reissner variation for square concrete-filled steel tube column},
    journal={Yingyong Lixue Xuebao/Chinese Journal of Applied Mechanics},
    year={2015},
    volume={32},
    number={6},
    pages={1082-1087},
    doi={10.11776/cjam.32.06.D020},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84959462421&doi=10.11776%2fcjam.32.06.D020&partnerID=40&md5=087ee1f385c8fbba363c4d51279d1050},
    affiliation={Department of Airfield and Building Engineering, Air Force Engineering University, Xi'an, 710038, China; School of Civil Engineering, Tianjin University, Tianjin, 300072, China},
    }
  • [DOI] A. Nazari, P. Rajeev, and J. G. Sanjayan, “Offshore pipeline performance evaluation by different artificial neural networks approaches,” Measurement: journal of the international measurement confederation, vol. 76, pp. 117-128, 2015.
    [Bibtex]
    @ARTICLE{Nazari2015117,
    author={Nazari, A. and Rajeev, P. and Sanjayan, J.G.},
    title={Offshore pipeline performance evaluation by different artificial neural networks approaches},
    journal={Measurement: Journal of the International Measurement Confederation},
    year={2015},
    volume={76},
    pages={117-128},
    doi={10.1016/j.measurement.2015.08.035},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84941353664&doi=10.1016%2fj.measurement.2015.08.035&partnerID=40&md5=5a29f00e6318df95ff74c9afb170d9a4},
    affiliation={Centre for Sustainable Infrastructure, Faculty of Science, Engineering and Technology, Swinburne University of Technology, Hawthorn, Victoria, Australia; Department of Civil and Construction Engineering, Swinburne University of Technology, Hawthorn, Victoria, Australia},
    }
  • J. Han and L. Huang, “Seismic fragility analysis and global collapse resistance capacity investigation on rc frame designed by new and old seismic design codes,” Jianzhu jiegou xuebao/journal of building structures, vol. 36, pp. 92-99, 2015.
    [Bibtex]
    @ARTICLE{Han201592,
    author={Han, J. and Huang, L.},
    title={Seismic fragility analysis and global collapse resistance capacity investigation on RC frame designed by new and old seismic design codes},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2015},
    volume={36},
    pages={92-99},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84964947995&partnerID=40&md5=7f6d7866382108208f587c7e04581924},
    affiliation={Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, 730050, China; Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou, 730050, China},
    }
  • Y. Feng, J. Wu, S. Meng, and X. Pang, “Time-history analysis of continuously hinged wall with brbs in base frame structure,” Jianzhu jiegou xuebao/journal of building structures, vol. 36, pp. 100-105, 2015.
    [Bibtex]
    @ARTICLE{Feng2015100,
    author={Feng, Y. and Wu, J. and Meng, S. and Pang, X.},
    title={Time-history analysis of continuously hinged wall with BRBs in base frame structure},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2015},
    volume={36},
    pages={100-105},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84964987710&partnerID=40&md5=00d159dae7b78117a0524db80ef12491},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, 210096, China},
    }
  • Y. Lin and S. Tian, “Study on influence of cfrp strengthening mode on seismic performance of rc bridge pier,” World information on earthquake engineering, vol. 31, iss. 4, pp. 250-259, 2015.
    [Bibtex]
    @ARTICLE{Lin2015250,
    author={Lin, Y. and Tian, S.},
    title={Study on influence of CFRP strengthening mode on seismic performance of RC bridge pier},
    journal={World Information on Earthquake Engineering},
    year={2015},
    volume={31},
    number={4},
    pages={250-259},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84952667011&partnerID=40&md5=fd03dd503be02f5af96c4085645f109a},
    affiliation={School of Civil Engineering, Suzhou University of Science and Technology, Suzhou, 215011, China},
    }
  • [DOI] M. Kumar, A. S. Whittaker, and M. C. Constantinou, “Response of base-isolated nuclear structures to extreme earthquake shaking,” Nuclear engineering and design, vol. 295, pp. 860-874, 2015.
    [Bibtex]
    @ARTICLE{Kumar2015860,
    author={Kumar, M. and Whittaker, A.S. and Constantinou, M.C.},
    title={Response of base-isolated nuclear structures to extreme earthquake shaking},
    journal={Nuclear Engineering and Design},
    year={2015},
    volume={295},
    pages={860-874},
    doi={10.1016/j.nucengdes.2015.06.005},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84936062843&doi=10.1016%2fj.nucengdes.2015.06.005&partnerID=40&md5=fafdbc6d860b0ca677fdbbb2a1e68d1f},
    affiliation={Department of Civil, Structural and Environmental Engineering, University at Buffalo, State University of New York, 212 Ketter Hall, Buffalo, NY 14260, United States},
    }
  • [DOI] T. Mori, M. Nakatani, and S. Tesfamariam, “Performance of semirigid timber frame with lagscrewbolt connections: experimental, analytical, and numerical model results,” International journal of advanced structural engineering, vol. 7, iss. 4, pp. 387-403, 2015.
    [Bibtex]
    @ARTICLE{Mori2015387,
    author={Mori, T. and Nakatani, M. and Tesfamariam, S.},
    title={Performance of semirigid timber frame with Lagscrewbolt connections: experimental, analytical, and numerical model results},
    journal={International Journal of Advanced Structural Engineering},
    year={2015},
    volume={7},
    number={4},
    pages={387-403},
    doi={10.1007/s40091-015-0107-4},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84975230140&doi=10.1007%2fs40091-015-0107-4&partnerID=40&md5=91a703a08254c7693e150e057f7e29e7},
    affiliation={Laboratory of Structural Function, Research Institute for Sustainable Humanosphere Kyoto University Gokashou, Uji, Kyoto 611-0011, Japan; Construction Development Division, Miayazaki Prefectural Wood Utilization Research Center, 21-2 Hanaguri, Miyakonojo, Miyazaki 885-0037, Japan; School of Engineering, The University of British Columbia, Okanagan Campus, 3333 University Way, Kelowna, BC V1V 1V7, Canada},
    }
  • [DOI] X. H. Long, J. Fan, B. B. Yang, and B. L. Chen, “Seismic fragility analysis of an isolated continuous girder bridge using the response surface method with random factors,” Advances in structural engineering, vol. 18, iss. 12, pp. 2059-2073, 2015.
    [Bibtex]
    @ARTICLE{Long20152059,
    author={Long, X.H. and Fan, J. and Yang, B.B. and Chen, B.L.},
    title={Seismic fragility analysis of an isolated continuous girder bridge using the response surface method with random factors},
    journal={Advances in Structural Engineering},
    year={2015},
    volume={18},
    number={12},
    pages={2059-2073},
    doi={10.1260/1369-4332.18.12.2059},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84959471397&doi=10.1260%2f1369-4332.18.12.2059&partnerID=40&md5=63fc8d4221dafb666f64f32b13455d01},
    affiliation={School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan, 430074, China; Hubei Key Laboratory of Control Structure, Huazhong University of Science and Technology, Wuhan, 430074, China},
    }
  • [DOI] X. Liu, R. Wang, and J. -M. Zhang, “Seismic response analysis of pile groups in liquefiable foundations,” Yantu gongcheng xuebao/chinese journal of geotechnical engineering, vol. 37, iss. 12, pp. 2326-2331, 2015.
    [Bibtex]
    @ARTICLE{Liu20152326,
    author={Liu, X. and Wang, R. and Zhang, J.-M.},
    title={Seismic response analysis of pile groups in liquefiable foundations},
    journal={Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering},
    year={2015},
    volume={37},
    number={12},
    pages={2326-2331},
    doi={10.11779/CJGE201512025},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84953865347&doi=10.11779%2fCJGE201512025&partnerID=40&md5=cd4957c744272856ccd54bfa9276bfaf},
    affiliation={The State Key Laboratory of Science on Water and Sand and Hydropower Engineering, Tsinghua University, Beijing, 100084, China},
    }
  • Z. Feng, L. Tang, X. Ling, S. Cong, N. Ju, and R. Huang, “Numerical platform and analysis of seismic response of three-dimensional slope,” World information on earthquake engineering, vol. 31, iss. 4, pp. 128-134, 2015.
    [Bibtex]
    @ARTICLE{Feng2015128,
    author={Feng, Z. and Tang, L. and Ling, X. and Cong, S. and Ju, N. and Huang, R.},
    title={Numerical platform and analysis of seismic response of three-dimensional slope},
    journal={World Information on Earthquake Engineering},
    year={2015},
    volume={31},
    number={4},
    pages={128-134},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84952663626&partnerID=40&md5=4b14a04dd14c6456ba51b596bb299c4d},
    affiliation={Institute of Engineering Mechanics, China Earthquake Administration, Harbin, 150080, China; Harbin Institute of Technology, Harbin, 150090, China; State Key Laboratory of Geological Disaster Prevention and Geological Environment Protection, Chengdu University of Technology, Chengdu, 610059, China},
    }
  • [DOI] N. Fanaie and S. O. Shamlou, “Response modification factor of mixed structures,” Steel and composite structures, vol. 19, iss. 6, pp. 1449-1466, 2015.
    [Bibtex]
    @ARTICLE{Fanaie20151449,
    author={Fanaie, N. and Shamlou, S.O.},
    title={Response modification factor of mixed structures},
    journal={Steel and Composite Structures},
    year={2015},
    volume={19},
    number={6},
    pages={1449-1466},
    doi={10.12989/scs.2015.19.6.1449},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84951990790&doi=10.12989%2fscs.2015.19.6.1449&partnerID=40&md5=1be13b8a103ae2e657f538e27bfb5a63},
    affiliation={Department of Civil Engineering, K.N.Toosi University of Technology, No.1346, Vali Asr Street, Mirdamad Intersection, Tehran, Iran},
    }
  • [DOI] J. A. Murray, M. Sasani, and X. Shao, “Hybrid simulation for system-level structural response,” Engineering structures, vol. 103, pp. 228-238, 2015.
    [Bibtex]
    @ARTICLE{Murray2015228,
    author={Murray, J.A. and Sasani, M. and Shao, X.},
    title={Hybrid simulation for system-level structural response},
    journal={Engineering Structures},
    year={2015},
    vo