MAIN PAPERS PUBLISHED IN 2016

EOS reports a list of the last papers on OpenSEES

  • 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},
    }
  • [DOI] Z. He, Z. -Y. Zhu, and T. -T. Liu, “Collapse safety margin analysis of single-layer spherical lattice shells considering consistent collapse probability,” Gongcheng lixue/engineering mechanics, vol. 33, iss. 10, pp. 218-225, 2016.
    [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},
    }
  • [DOI] A. J. Choobbasti and A. Zahmatkesh, “Computation of degradation factors of p-y curves in liquefiable soils for analysis of piles using three-dimensional finite-element model,” Soil dynamics and earthquake engineering, vol. 89, pp. 61-74, 2016.
    [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},
    }
  • [DOI] S. Mohanty and N. R. Patra, “Liquefaction and earthquake response analysis of panipat pond ash embankment in india,” Journal of earthquake and tsunami, vol. 10, iss. 4, 2016.
    [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},
    }
  • [DOI] Y. Gao, Y. Liu, and Z. Mei, “Development of two-dimensional viscoelastic boundary element based on opensees and its application,” Advances in science and technology of water resources, vol. 36, iss. 5, pp. 65-68, 2016.
    [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},
    }
  • [DOI] F. Soleimani, M. McKay, C. S. W. Yang, K. E. Kurtis, R. DesRoches, and L. F. Kahn, “Cyclic testing and assessment of columns containing recycled concrete debris,” Aci structural journal, vol. 113, iss. 5, pp. 1009-1020, 2016.
    [Bibtex]
    @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},
    }
  • [DOI] Z. Xu, X. Lu, and K. H. Law, “A computational framework for regional seismic simulation of buildings with multiple fidelity models,” Advances in engineering software, vol. 99, pp. 100-110, 2016.
    [Bibtex]
    @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{Minafò2016184,
    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},
    }
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    [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},
    }
  • [DOI] S. Veismoradi, G. G. Amiri, and E. Darvishan, “Probabilistic seismic assessment of buckling restrained braces and yielding brace systems,” International journal of steel structures, vol. 16, iss. 3, pp. 831-843, 2016.
    [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},
    }
  • [DOI] A. Fathieh and O. Mercan, “Seismic evaluation of modular steel buildings,” Engineering structures, vol. 122, pp. 83-92, 2016.
    [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},
    }
  • [DOI] N. Siahpolo, M. Gerami, and R. Vahdani, “Inelastic deformation demands of regular steel frames subjected to pulse-like near-fault ground shakings,” International journal of advanced structural engineering, vol. 8, iss. 3, pp. 281-296, 2016.
    [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},
    }
  • [DOI] M. R. Davani, S. Hatami, and A. Zare, “Performance-based evaluation of strap-braced cold-formed steel frames using incremental dynamic analysis,” Steel and composite structures, vol. 21, iss. 6, pp. 1369-1388, 2016.
    [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},
    }
  • [DOI] Y. Sui, L. Ma, X. Zhang, and S. You, “Accuracy and stability analysis of spatial srt hybrid simulation test method,” Xi’an jianzhu keji daxue xuebao/journal of xi’an university of architecture and technology, vol. 48, iss. 4, p. 489-492 and 499, 2016.
    [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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    [Bibtex]
    @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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    [Bibtex]
    @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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    [Bibtex]
    @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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    [Bibtex]
    @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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    [Bibtex]
    @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},
    }
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    @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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    @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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    @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},
    }
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    @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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    @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},
    }
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    @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},
    }
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    @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},
    }
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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},
    }
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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},
    }
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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},
    }
  • [DOI] N. Attarchian, A. Kalantari, and A. S. Moghadam, “Seismic performance of single pier skewed bridges with different pier-deck connections,” Earthquake and structures, vol. 10, iss. 6, pp. 1467-1486, 2016.
    [Bibtex]
    @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},
    }
  • [DOI] J. A. Murray and M. Sasani, “Near-collapse response of existing rc building under severe pulse-type ground motion using hybrid simulation,” Earthquake engineering and structural dynamics, vol. 45, iss. 7, pp. 1109-1127, 2016.
    [Bibtex]
    @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},
    }
  • [DOI] E. Choi, H. Youn, and B. -S. Cho, “Probabilistic seismic performance assessment of lap-spliced rc columns retrofitted by steel wrapping jackets,” Earthquake engineering and engineering vibration, vol. 15, iss. 2, pp. 223-238, 2016.
    [Bibtex]
    @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},
    }
  • [DOI] F. Ferrario, F. Iori, R. Pucinotti, and R. Zandonini, “Seismic performance assessment of concentrically braced steel frame buildings with high strength tubular steel columns,” Journal of constructional steel research, vol. 121, pp. 427-440, 2016.
    [Bibtex]
    @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.
    [Bibtex]
    @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},
    }
  • [DOI] S. Varela and M. S. Saiidi, “A bridge column with superelastic niti sma and replaceable rubber hinge for earthquake damage mitigation,” Smart materials and structures, vol. 25, iss. 7, 2016.
    [Bibtex]
    @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},
    }
  • [DOI] L. -P. Yang, S. -L. Yu, Q. -L. Zhang, and J. -C. Cui, “Aseismic behavior of superimposed shear walls under different axial load ratios,” Zhendong yu chongji/journal of vibration and shock, vol. 35, iss. 9, pp. 227-239, 2016.
    [Bibtex]
    @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},
    }
  • [DOI] X. Cai, M. Gong, H. Jia, and S. Tian, “Seismic quasi-static test and hybrid test on+-shaped section solid-web steel reinforced concrete columns,” Jianzhu jiegou xuebao/journal of building structures, vol. 37, iss. 5, pp. 146-154, 2016.
    [Bibtex]
    @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.
    [Bibtex]
    @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},
    }
  • [DOI] L. -H. Xu, Y. -W. Wu, and Z. -X. Li, “Probability-based seismic failure modes identification method for steel frame structure,” Gongcheng lixue/engineering mechanics, vol. 33, iss. 5, pp. 66-73, 2016.
    [Bibtex]
    @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},
    }
  • [DOI] T. Wang, L. Zhang, H. Zhao, and Q. Chen, “Progressive collapse resistance of reinforced-concrete frames with specially shaped columns under loss of a corner column,” Magazine of concrete research, vol. 68, iss. 9, pp. 435-449, 2016.
    [Bibtex]
    @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.
    [Bibtex]
    @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.
    [Bibtex]
    @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},
    }
  • [DOI] S. Chen, H. Zhong, S. Gui, and J. Liu, “Research on seismic response of cable-stayed bridge with multi-support excitation,” Wuhan ligong daxue xuebao (jiaotong kexue yu gongcheng ban)/journal of wuhan university of technology (transportation science and engineering), vol. 40, iss. 2, pp. 201-205, 2016.
    [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},
    }
  • [DOI] R. He, Y. Yang, and L. H. Sneed, “Post-repair seismic assessment of rc bridges damaged with fractured column bars – a numerical approach,” Engineering structures, vol. 112, pp. 100-113, 2016.
    [Bibtex]
    @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},
    }
  • [DOI] M. Mehr and A. E. Zaghi, “Seismic response of multi-frame bridges,” Bulletin of earthquake engineering, vol. 14, iss. 4, pp. 1219-1243, 2016.
    [Bibtex]
    @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},
    }
  • [DOI] J. Dong, D. Shan, E. Zhang, and T. Ma, “Near and far-field seismic fragility comparative analysis of irregular bridge,” Harbin gongye daxue xuebao/journal of harbin institute of technology, vol. 48, iss. 3, pp. 159-165, 2016.
    [Bibtex]
    @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},
    }
  • [DOI] Y. -Z. Lin and S. -Z. Tian, “Tests for aseismic performances of a rc continuous girder bridge retrofitted by frp jacket,” Zhendong yu chongji/journal of vibration and shock, vol. 35, iss. 5, p. 21-26 and 38, 2016.
    [Bibtex]
    @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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    [Bibtex]
    @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.
    [Bibtex]
    @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},
    }
  • J. Bian, J. Chen, X. Feng, and Y. Su, “Ultimate bearing capacity and failure criterion analysis for slab-column connections with low reinforcement ratios based on opensees,” World information on earthquake engineering, vol. 32, iss. 1, pp. 228-236, 2016.
    [Bibtex]
    @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.
    [Bibtex]
    @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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    [Bibtex]
    @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.
    [Bibtex]
    @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},
    }
  • Rinchen, G. J. Hancock, and K. J. R. Rasmussen, “Formulation and implementation of general thin-walled open-section beam-column elements in opensees,” Research report – university of sydney, department of civil engineering, iss. 961, pp. 1-43, 2016.
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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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    @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},
    }
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    @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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    @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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    @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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    @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},
    }
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    @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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    @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.
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    @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},
    }
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    @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},
    }
  • [DOI] N. E. Khorasani, M. Garlock, and P. Gardoni, “Probabilistic performance-based evaluation of a tall steel moment resisting frame under post-earthquake fres,” Journal of structural fire engineering, vol. 7, iss. 3, pp. 193-216, 2016.
    [Bibtex]
    @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},
    }
  • [DOI] S. Kechidi and N. Bourahla, “Deteriorating hysteresis model for cold-formed steel shear wall panel based on its physical and mechanical characteristics,” Thin-walled structures, vol. 98, pp. 421-430, 2016.
    [Bibtex]
    @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},
    }
  • [DOI] W. Lai, X. Wei, F. Ning-Ning, C. Shuping, L. Feng, and G. Qiumei, “Research on seismic performance of reinforced concrete frame with unequal span under low cyclic reversed loading,” Open civil engineering journal, vol. 10, iss. 1, pp. 373-383, 2016.
    [Bibtex]
    @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.
    [Bibtex]
    @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.
    [Bibtex]
    @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.
    [Bibtex]
    @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},
    }
  • F. Benedetti, V. Rosales, and A. Opazo, “Cyclic testing and simulation of hold down connections in radiata pine clt shear walls.” 2016.
    [Bibtex]
    @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},
    }
  • [DOI] H. Ma, J. Xue, Y. Liu, and Z. Wang, “Finite element analysis on hysteretic performance of steel reinforced recycled concrete composite columns,” Journal of earthquake engineering and engineering vibration, vol. 15, iss. 2, pp. 143-151, 2016.
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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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    [Bibtex]
    @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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    [Bibtex]
    @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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    [Bibtex]
    @ARTICLE{Tapia-Hernández2016428,
    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{Vásquez2016326,
    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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    @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},
    }
  • [DOI] C. Zhou, X. Zeng, F. Zhao, and H. Zhou, “Seismic fragility analysis for high-rise reinforced concrete chimney,” Journal of earthquake engineering and engineering vibration, vol. 15, iss. 2, pp. 173-181, 2016.
    [Bibtex]
    @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.
    [Bibtex]
    @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.
    [Bibtex]
    @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.
    [Bibtex]
    @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},
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    @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},
    }
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    @CONFERENCE{Aranha2016,
    author={Aranha, C. and Branco, J. and Lourenço, P. and Flatscher, G. and Schickhofer, G.},
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    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},
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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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    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},
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    year={2016},
    volume={16},
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    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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    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},
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    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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    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},
    }
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    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},
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    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},
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  • 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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    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},
    }
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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},
    }
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    @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},
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  • 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.
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    @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.
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    @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},
    }

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