MAIN PAPERS PUBLISHED IN 2017

EOS reports a list of the last papers on OpenSEES

  • [DOI] J. Han, X. Sun, and Y. Zhou, “Duration effect of spectrally matched ground motion records on collapse resistance capacity evaluation of rc frame structures,” Structural design of tall and special buildings, vol. 26, iss. 18, 2017.
    [Bibtex]
    @ARTICLE{Han2017,
    author={Han, J. and Sun, X. and Zhou, Y.},
    title={Duration effect of spectrally matched ground motion records on collapse resistance capacity evaluation of RC frame structures},
    journal={Structural Design of Tall and Special Buildings},
    year={2017},
    volume={26},
    number={18},
    doi={10.1002/tal.1397},
    art_number={e1397},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85022342746&doi=10.1002%2ftal.1397&partnerID=40&md5=5c34425c560a52ae5c3044985f9a46c0},
    affiliation={Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, China; State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China},
    }
  • [DOI] C. Liu, C. Lv, C. Wang, G. Yang, D. Huang, and Y. Zhang, “Numerical study on biaxial seismic performance of reinforced concrete box piers based on opensees.” 2017.
    [Bibtex]
    @CONFERENCE{Liu2017,
    author={Liu, C. and Lv, C. and Wang, C. and Yang, G. and Huang, D. and Zhang, Y.},
    title={Numerical Study on Biaxial Seismic Performance of Reinforced Concrete Box Piers Based on OpenSees},
    journal={IOP Conference Series: Materials Science and Engineering},
    year={2017},
    volume={280},
    number={1},
    doi={10.1088/1757-899X/280/1/012002},
    art_number={012002},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85039432689&doi=10.1088%2f1757-899X%2f280%2f1%2f012002&partnerID=40&md5=a18bff9c7c3f67d27ba94bff9222ad47},
    affiliation={Northeast Electric Power University, Institute of Civil Engineering, Jilin, China; Beijing Electric Power Transmission and Transformation Company, Beijing, China},
    }
  • “Iop conference series: materials science and engineering.” 2017.
    [Bibtex]
    @CONFERENCE{NoAuthor2017,
    title={IOP Conference Series: Materials Science and Engineering},
    journal={IOP Conference Series: Materials Science and Engineering},
    year={2017},
    volume={280},
    number={1},
    page_count={308},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85039441463&partnerID=40&md5=df2fb7dbe0f182e52db0ed67f3a58620},
    }
  • [DOI] J. Leng, K. D. Peterman, G. Bian, S. G. Buonopane, and B. W. Schafer, “Modeling seismic response of a full-scale cold-formed steel-framed building,” Engineering structures, vol. 153, pp. 146-165, 2017.
    [Bibtex]
    @ARTICLE{Leng2017146,
    author={Leng, J. and Peterman, K.D. and Bian, G. and Buonopane, S.G. and Schafer, B.W.},
    title={Modeling seismic response of a full-scale cold-formed steel-framed building},
    journal={Engineering Structures},
    year={2017},
    volume={153},
    pages={146-165},
    doi={10.1016/j.engstruct.2017.10.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85033730749&doi=10.1016%2fj.engstruct.2017.10.008&partnerID=40&md5=afa7722c6bbf8a9c0d7d7b20fccb57b4},
    affiliation={Department of Civil Engineering, Johns Hopkins University, Baltimore, MD, United States; Department of Civil and Environmental Engineering, Bucknell University, Lewisburg, PA, United States; Department of Civil and Environmental Engineering, University of Massachusetts Amherst, Amherst, MA, United States},
    }
  • [DOI] Y. -L. Bai, J. -G. Dai, and T. Ozbakkaloglu, “Cyclic stress-strain model incorporating buckling effect for steel reinforcing bars embedded in frp-confined concrete,” Composite structures, vol. 182, pp. 54-66, 2017.
    [Bibtex]
    @ARTICLE{Bai201754,
    author={Bai, Y.-L. and Dai, J.-G. and Ozbakkaloglu, T.},
    title={Cyclic stress-strain model incorporating buckling effect for steel reinforcing bars embedded in FRP-confined concrete},
    journal={Composite Structures},
    year={2017},
    volume={182},
    pages={54-66},
    doi={10.1016/j.compstruct.2017.09.007},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029535296&doi=10.1016%2fj.compstruct.2017.09.007&partnerID=40&md5=5a44323012b8b43eac1a2e00a7a34fb4},
    affiliation={Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China; Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong; School of Civil, Environmental and Mining Engineering, The University of Adelaide, Australia},
    }
  • [DOI] M. Zomorodian, A. Belarbi, and A. Ayoub, “Finite element model for predicting the shear behavior of frp-strengthened rc members,” Engineering structures, vol. 153, pp. 239-253, 2017.
    [Bibtex]
    @ARTICLE{Zomorodian2017239,
    author={Zomorodian, M. and Belarbi, A. and Ayoub, A.},
    title={Finite element model for predicting the shear behavior of FRP-strengthened RC members},
    journal={Engineering Structures},
    year={2017},
    volume={153},
    pages={239-253},
    doi={10.1016/j.engstruct.2017.10.033},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85033583501&doi=10.1016%2fj.engstruct.2017.10.033&partnerID=40&md5=e19abbe503b0a53a0ee885fa6b8282e0},
    affiliation={Matrix Structural Engineers, Houston, United States; Department of Civil and Environmental Engineering, University of Houston, Houston, United States; City University of London, London, United Kingdom},
    }
  • [DOI] X. Xia, X. Chen, and Y. Zhao, “Influence of prestress effect on seismic response of self-centering tall pier,” Tiedao xuebao/journal of the china railway society, vol. 39, iss. 12, pp. 124-130, 2017.
    [Bibtex]
    @ARTICLE{Xia2017124,
    author={Xia, X. and Chen, X. and Zhao, Y.},
    title={Influence of Prestress Effect on Seismic Response of Self-centering Tall Pier},
    journal={Tiedao Xuebao/Journal of the China Railway Society},
    year={2017},
    volume={39},
    number={12},
    pages={124-130},
    doi={10.3969/j.issn.1001-8360.2017.12.017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046956401&doi=10.3969%2fj.issn.1001-8360.2017.12.017&partnerID=40&md5=d4701e8726ddb0f5e1100b0bae56232c},
    affiliation={School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, 730070, China},
    }
  • [DOI] F. Soleimani, S. Mangalathu, and R. DesRoches, “A comparative analytical study on the fragility assessment of box-girder bridges with various column shapes,” Engineering structures, vol. 153, pp. 460-478, 2017.
    [Bibtex]
    @ARTICLE{Soleimani2017460,
    author={Soleimani, F. and Mangalathu, S. and DesRoches, R.},
    title={A comparative analytical study on the fragility assessment of box-girder bridges with various column shapes},
    journal={Engineering Structures},
    year={2017},
    volume={153},
    pages={460-478},
    doi={10.1016/j.engstruct.2017.10.036},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030651692&doi=10.1016%2fj.engstruct.2017.10.036&partnerID=40&md5=3194733b73e4fbc1134790b53f973290},
    affiliation={School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332, United States},
    }
  • [DOI] Y. Jiang, L. Wu, and Z. Chen, “Seismic performance analysis for rc frames with concrete-filled precast rpc tubular columns,” Cailiao daobao/materials review, vol. 31, iss. 12, pp. 90-95, 2017.
    [Bibtex]
    @ARTICLE{Jiang201790,
    author={Jiang, Y. and Wu, L. and Chen, Z.},
    title={Seismic Performance Analysis for RC Frames with Concrete-filled Precast RPC Tubular Columns},
    journal={Cailiao Daobao/Materials Review},
    year={2017},
    volume={31},
    number={12},
    pages={90-95},
    doi={10.11896/j.issn.1005-023X.2017.023.012},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044412165&doi=10.11896%2fj.issn.1005-023X.2017.023.012&partnerID=40&md5=2f2e54dc64bdc640bac7502db62129aa},
    affiliation={School of Civil Engineering, Changsha University of Science and Technology, Changsha, 410114, China},
    }
  • [DOI] F. Solarino, L. Giresini, W. -S. Chang, and H. Huang, “Experimental tests on a dowel-type timber connection and validation of numerical models,” Buildings, vol. 7, iss. 4, 2017.
    [Bibtex]
    @ARTICLE{Solarino2017,
    author={Solarino, F. and Giresini, L. and Chang, W.-S. and Huang, H.},
    title={Experimental tests on a dowel-type timber connection and validation of numerical models},
    journal={Buildings},
    year={2017},
    volume={7},
    number={4},
    doi={10.3390/buildings7040116},
    art_number={116},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85037747517&doi=10.3390%2fbuildings7040116&partnerID=40&md5=371c6495d21c5d4f70579e5d62e1e237},
    affiliation={Department of Energy, Systems Territory and Constructions Engineering, University of Pisa, Largo Lucio Lazzarino, Pisa, 56122, Italy; Sheffield School of Architecture, The University of Sheffield, Sheffield, S10 2TN, United Kingdom; College of Architecture and Civil Engineering, Beijing University of Technology, 100 Pingleyuan, Beijing, 100124, China},
    }
  • C. Liu, H. Li, D. Li, and L. Li, “Seismic fragility of src structures based on opensees and ida,” World information on earthquake engineering, vol. 33, iss. 4, pp. 112-121, 2017.
    [Bibtex]
    @ARTICLE{Liu2017112,
    author={Liu, C. and Li, H. and Li, D. and Li, L.},
    title={Seismic fragility of SRC structures based on OpenSEES and IDA},
    journal={World Information on Earthquake Engineering},
    year={2017},
    volume={33},
    number={4},
    pages={112-121},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85040179265&partnerID=40&md5=2de7f025fcb55833b3a092604fffacbf},
    affiliation={Xi'an University of Arc&Tec, Xi'an, 710055, China; School of Science, Xi'an University of Architecture and Technology, Xi'an, 710055, China},
    }
  • [DOI] X. Xiong and G. Yao, “Experimental study on behavior of unbounded prestressed steel-reinforced concrete frame under vertical monotonic and cyclic loading,” Jianzhu jiegou xuebao/journal of building structures, vol. 38, iss. 12, pp. 1-11, 2017.
    [Bibtex]
    @ARTICLE{Xiong20171,
    author={Xiong, X. and Yao, G.},
    title={Experimental study on behavior of unbounded prestressed steel-reinforced concrete frame under vertical monotonic and cyclic loading},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    number={12},
    pages={1-11},
    doi={10.14006/j.jzjgxb.2017.12.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044641988&doi=10.14006%2fj.jzjgxb.2017.12.001&partnerID=40&md5=59cdf02e030c7ac51038779c941d3ea3},
    affiliation={Department of Structural Engineering, Tongji University, Shanghai, 200092, China; Key Laboratory of China Ministry of Education for Advanced Civil Engineering and Materials, Tongji University, Shanghai, 200092, China},
    }
  • [DOI] D. -B. Yang, C. -Y. Liu, M. -N. Hu, and X. Zhang, “Seismic analysis of single-layer latticed domes composed of welded round pipes considering low cycle fatigue,” International journal of structural stability and dynamics, vol. 17, iss. 10, 2017.
    [Bibtex]
    @ARTICLE{Yang2017,
    author={Yang, D.-B. and Liu, C.-Y. and Hu, M.-N. and Zhang, X.},
    title={Seismic Analysis of Single-Layer Latticed Domes Composed of Welded Round Pipes Considering Low Cycle Fatigue},
    journal={International Journal of Structural Stability and Dynamics},
    year={2017},
    volume={17},
    number={10},
    doi={10.1142/S021945541750122X},
    art_number={1750122},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85015695854&doi=10.1142%2fS021945541750122X&partnerID=40&md5=42265a17e6b6f787f5e6e90451a8d0c5},
    affiliation={School of Civil Engineering, Shandong Jianzhu University, Jinan, China},
    }
  • Z. -G. Sun, M. -Y. Gu, B. -J. Si, and Y. -W. Zhou, “Seismic behavior analyses of rocking self-centering double column bridge bents using external angles,” Zhongguo gonglu xuebao/china journal of highway and transport, vol. 30, iss. 12, pp. 40-49, 2017.
    [Bibtex]
    @ARTICLE{Sun201740,
    author={Sun, Z.-G. and Gu, M.-Y. and Si, B.-J. and Zhou, Y.-W.},
    title={Seismic Behavior Analyses of Rocking Self-centering Double Column Bridge Bents Using External Angles},
    journal={Zhongguo Gonglu Xuebao/China Journal of Highway and Transport},
    year={2017},
    volume={30},
    number={12},
    pages={40-49},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041541621&partnerID=40&md5=97dda0cc7b3a61895bbe511e5d65142b},
    affiliation={Department of Disaster Prevention Engineering, Institute of Disaster Prevention, Sanhe, Hebei 065201, China; Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China; Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen, Guangdong 518060, China},
    }
  • [DOI] Y. Pan, X. -H. Chen, Y. -Y. Yao, and K. -L. Deng, “Progressive collapse analysis of unbonded post-tensioned precast rc frame structures using column removal method,” Gongcheng lixue/engineering mechanics, vol. 34, iss. 12, pp. 162-170, 2017.
    [Bibtex]
    @ARTICLE{Pan2017162,
    author={Pan, Y. and Chen, X.-H. and Yao, Y.-Y. and Deng, K.-L.},
    title={Progressive collapse analysis of unbonded post-tensioned precast RC frame structures using column removal method},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    number={12},
    pages={162-170},
    doi={10.6052/j.issn.1000-4750.2016.08.0645},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042183066&doi=10.6052%2fj.issn.1000-4750.2016.08.0645&partnerID=40&md5=7714318129ce357c71a2d63776e7745c},
    affiliation={School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China; Chendu Sunway International Architectural Design Co. Ltd, Chengdu, 610094, China; Department of Civil Engineering, Tsinghua University, Beijing, 100084, China},
    }
  • [DOI] M. G. Mulas and P. Martinelli, “Numerical simulation of the partial seismic collapse of a 1960s rc building,” Journal of performance of constructed facilities, vol. 31, iss. 6, 2017.
    [Bibtex]
    @ARTICLE{Mulas2017,
    author={Mulas, M.G. and Martinelli, P.},
    title={Numerical Simulation of the Partial Seismic Collapse of a 1960s RC Building},
    journal={Journal of Performance of Constructed Facilities},
    year={2017},
    volume={31},
    number={6},
    doi={10.1061/(ASCE)CF.1943-5509.0001102},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85031491718&doi=10.1061%2f%28ASCE%29CF.1943-5509.0001102&partnerID=40&md5=3a2bfbf11b9f827b0ae2fc23a2e0fd3d},
    affiliation={Dept. of Civil and Environmental Engineering, Politecnico di Milano, P.za L. da Vinci 32, Milano, 20133, Italy},
    }
  • [DOI] M. Khorami, M. Khorami, M. Alvansazyazdi, M. Shariati, Y. Zandi, A. Jalali, and M. M. Tahir, “Seismic performance evaluation of buckling restrained braced frames (brbf) using incremental nonlinear dynamic analysis method (ida),” Earthquake and structures, vol. 13, iss. 6, pp. 531-538, 2017.
    [Bibtex]
    @ARTICLE{Khorami2017531,
    author={Khorami, M. and Khorami, M. and Alvansazyazdi, M. and Shariati, M. and Zandi, Y. and Jalali, A. and Tahir, M.M.},
    title={Seismic performance evaluation of buckling restrained braced frames (BRBF) using incremental nonlinear dynamic analysis method (IDA)},
    journal={Earthquake and Structures},
    year={2017},
    volume={13},
    number={6},
    pages={531-538},
    doi={10.12989/eas.2017.13.6.531},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041197122&doi=10.12989%2feas.2017.13.6.531&partnerID=40&md5=d401de6bbf391146788250b7e0092ce8},
    affiliation={Facultad de Arquitectura y Urbanismo, Universidad Tecnológica Equinoccial, Calle Rumipamba s/n y Bourgeois, Quito, Ecuador; Facultad de Ingeniería Civil y Ambiental, Escuela Politécnica Nacional, Ladrón de Guevara, Quito, E11-253L, Ecuador; Civil Engineering Department, Islamic Azad University, Tehran, Iran; Facultad Ingeniería Ciencias Físicas y Matemática, Carrera Ingeniería Civil, Universidad Central del Ecuador, Quito, Ecuador; Facultad de Arquitectura, Universidad Laica Eloy Alfaro de Manabí, Ecuador; Faculty of Civil Engineering, University of Tabriz, Tabriz, Iran; Department of Civil Engineering, Tabriz Branch, Islamic Azad University, Tabriz, Iran; UTM Construction Research Centre, Faculty of Civil Engineering, Institute for Smart Infrastructure and Innovative Construction, UTM, Johor Bahru, Johor, 81310, Malaysia},
    }
  • Y. Tan, H. Yang, H. Xie, and Y. Sun, “Research on reinforcement calculating method of biaxial loaded rc columns,” World information on earthquake engineering, vol. 33, iss. 4, pp. 171-179, 2017.
    [Bibtex]
    @ARTICLE{Tan2017171,
    author={Tan, Y. and Yang, H. and Xie, H. and Sun, Y.},
    title={Research on reinforcement calculating method of biaxial loaded RC columns},
    journal={World Information on Earthquake Engineering},
    year={2017},
    volume={33},
    number={4},
    pages={171-179},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85040178987&partnerID=40&md5=ef26bdb41065bba6fc35592f14106891},
    affiliation={College of Civil Engineering, Chongqing University, Chongqing, 400045, China; Hong Kong Huayi Design Consultants(Shenzhen) Ltd., Shenzhen, 518000, China; Chongqing Architectural Design Institute, Chongqing, 400015, China},
    }
  • [DOI] G. Ghodrati Amiri and E. Rajabi, “Damage evaluation of reinforced concrete and steel frames under critical successive scenarios,” International journal of steel structures, vol. 17, iss. 4, pp. 1495-1514, 2017.
    [Bibtex]
    @ARTICLE{GhodratiAmiri20171495,
    author={Ghodrati Amiri, G. and Rajabi, E.},
    title={Damage evaluation of reinforced concrete and steel frames under critical successive scenarios},
    journal={International Journal of Steel Structures},
    year={2017},
    volume={17},
    number={4},
    pages={1495-1514},
    doi={10.1007/s13296-017-1218-5},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85038809026&doi=10.1007%2fs13296-017-1218-5&partnerID=40&md5=7c75bc17114b2f971906fe34109b4e24},
    affiliation={Center of Excellence for Fundamental Studies in Structural Engineering, School of Civil Engineering, Iran University of Science and Technology, PO Box 16765-163, Narmak, Tehran, 16846, Iran},
    }
  • [DOI] K. Ma, J. Zhong, W. Yuan, and X. Dang, “Fragility analysis of floating cable-stayed bridge under non-uniform seismic excitation,” Tongji daxue xuebao/journal of tongji university, vol. 45, iss. 12, pp. 1744-1754, 2017.
    [Bibtex]
    @ARTICLE{Ma20171744,
    author={Ma, K. and Zhong, J. and Yuan, W. and Dang, X.},
    title={Fragility Analysis of Floating Cable-stayed Bridge Under Non-uniform Seismic Excitation},
    journal={Tongji Daxue Xuebao/Journal of Tongji University},
    year={2017},
    volume={45},
    number={12},
    pages={1744-1754},
    doi={10.11908/j.issn.0253-374x.2017.12.003},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046804800&doi=10.11908%2fj.issn.0253-374x.2017.12.003&partnerID=40&md5=41c4d433603ec2fe5249aa1e62d6e76b},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China; School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei, 230009, China},
    }
  • [DOI] H. Cheng, H. -N. Li, D. -S. Wang, C. Li, and X. Fu, “Seismic performance analysis of reinforced concrete bridge column considering bond deterioration caused by chloride ion induced corrosion,” Gongcheng lixue/engineering mechanics, vol. 34, iss. 12, pp. 48-58, 2017.
    [Bibtex]
    @ARTICLE{Cheng201748,
    author={Cheng, H. and Li, H.-N. and Wang, D.-S. and Li, C. and Fu, X.},
    title={Seismic performance analysis of reinforced concrete bridge column considering bond deterioration caused by chloride ion induced corrosion},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    number={12},
    pages={48-58},
    doi={10.6052/j.issn.1000-4750.2016.08.0584},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042202741&doi=10.6052%2fj.issn.1000-4750.2016.08.0584&partnerID=40&md5=4bf3ce67bcfc907a28b0b5b027328d3c},
    affiliation={Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, 116024, China; School of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, China; School of Civil and Transportation, Hebei University of Technology, Tianjin, 300401, China},
    }
  • H. -H. Dong, Y. -L. Bai, Q. Han, and X. -L. Du, “Mechanical performance of new type of self-centering energy dissipation brace and its application in double-column bridge structures,” Zhongguo gonglu xuebao/china journal of highway and transport, vol. 30, iss. 12, pp. 196-204, 2017.
    [Bibtex]
    @ARTICLE{Dong2017196,
    author={Dong, H.-H. and Bai, Y.-L. and Han, Q. and Du, X.-L.},
    title={Mechanical Performance of New Type of Self-centering Energy Dissipation Brace and Its Application in Double-column Bridge Structures},
    journal={Zhongguo Gonglu Xuebao/China Journal of Highway and Transport},
    year={2017},
    volume={30},
    number={12},
    pages={196-204},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041508582&partnerID=40&md5=3c849442ea6b9ae6cef4f2db2f0d1541},
    affiliation={Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China},
    }
  • [DOI] C. Lan, B. Briseghella, L. Fenu, J. Xue, and T. Zordan, “The optimal shapes of piles in integral abutment bridges,” Journal of traffic and transportation engineering (english edition), vol. 4, iss. 6, pp. 576-593, 2017.
    [Bibtex]
    @ARTICLE{Lan2017576,
    author={Lan, C. and Briseghella, B. and Fenu, L. and Xue, J. and Zordan, T.},
    title={The optimal shapes of piles in integral abutment bridges},
    journal={Journal of Traffic and Transportation Engineering (English Edition)},
    year={2017},
    volume={4},
    number={6},
    pages={576-593},
    doi={10.1016/j.jtte.2017.11.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85035773409&doi=10.1016%2fj.jtte.2017.11.001&partnerID=40&md5=4a4a2e0a5b2ee2ced12a106680d81576},
    affiliation={Bolina Ingegneria Ltd., Venezia, 30174, Italy; College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China; Department of Civil Engineering, Environmental Engineering and Architecture, University of Cagliari, Cagliari, 09124, Italy},
    }
  • H. Jiang, J. -M. Jin, Z. -G. Wang, X. -Y. Bai, and M. Wang, “Probabilistic seismic damage characteristics for piers of deep-water continuous rigid frame bridge based on ida method,” Zhongguo gonglu xuebao/china journal of highway and transport, vol. 30, iss. 12, pp. 89-100, 2017.
    [Bibtex]
    @ARTICLE{Jiang201789,
    author={Jiang, H. and Jin, J.-M. and Wang, Z.-G. and Bai, X.-Y. and Wang, M.},
    title={Probabilistic Seismic Damage Characteristics for Piers of Deep-water Continuous Rigid Frame Bridge Based on IDA Method},
    journal={Zhongguo Gonglu Xuebao/China Journal of Highway and Transport},
    year={2017},
    volume={30},
    number={12},
    pages={89-100},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041532216&partnerID=40&md5=5627ee05f43e777ae4f45706a6846a27},
    affiliation={School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China; Beijing MTR Construction Administration Corporation, Beijing, 100068, China},
    }
  • D. -S. Shan, J. Dong, Q. Li, and X. -H. Xie, “Seismic vulnerability analysis of bridge structures based on nonparametric kernel density estimation,” Zhongguo gonglu xuebao/china journal of highway and transport, vol. 30, iss. 12, pp. 71-80, 2017.
    [Bibtex]
    @ARTICLE{Shan201771,
    author={Shan, D.-S. and Dong, J. and Li, Q. and Xie, X.-H.},
    title={Seismic Vulnerability Analysis of Bridge Structures Based on Nonparametric Kernel Density Estimation},
    journal={Zhongguo Gonglu Xuebao/China Journal of Highway and Transport},
    year={2017},
    volume={30},
    number={12},
    pages={71-80},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041553065&partnerID=40&md5=be7cbd44f8f67e166b22f990e3650734},
    affiliation={School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China},
    }
  • [DOI] J. Chen, Y. Zhang, and W. Yuan, “Analysis on seismic behavior of prefabricated segmental bridge columns with hybrid system.” 2017, pp. 61-66.
    [Bibtex]
    @CONFERENCE{Chen201761,
    author={Chen, J. and Zhang, Y. and Yuan, W.},
    title={Analysis on Seismic Behavior of Prefabricated Segmental Bridge Columns with Hybrid System},
    journal={Proceedings - 2nd International Conference on Smart City and Systems Engineering, ICSCSE 2017},
    year={2017},
    pages={61-66},
    doi={10.1109/ICSCSE.2017.23},
    art_number={8120510},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041397769&doi=10.1109%2fICSCSE.2017.23&partnerID=40&md5=842c72b2dbc5a9bddd744b096bd4625e},
    affiliation={Department of Civil Engineering, Nanjing University of Science and Technology, Nanjing, 210094, China; State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • [DOI] T. Zhou and A. Li, “Development and verification of element model for lead-rubber bearings,” Dongnan daxue xuebao (ziran kexue ban)/journal of southeast university (natural science edition), vol. 47, iss. 6, pp. 1154-1160, 2017.
    [Bibtex]
    @ARTICLE{Zhou20171154,
    author={Zhou, T. and Li, A.},
    title={Development and verification of element model for lead-rubber bearings},
    journal={Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition)},
    year={2017},
    volume={47},
    number={6},
    pages={1154-1160},
    doi={10.3969/j.issn.1001-0505.2017.06.012},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85040595626&doi=10.3969%2fj.issn.1001-0505.2017.06.012&partnerID=40&md5=f23e137f52b939a9385a9fa1d2cd8d41},
    affiliation={School of Civil Engineering, Southeast University, Nanjing, 210096, China; Beijing Advanced Innovation Center for Future Urban Design, Beijing, 100044, China; School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China},
    }
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    [Bibtex]
    @ARTICLE{Ribeiro20171197,
    author={Ribeiro, F.L.A. and Neves, L.A.C. and Barbosa, A.R.},
    title={Implementation and Calibration of Finite-Length Plastic Hinge Elements for Use in Seismic Structural Collapse Analysis},
    journal={Journal of Earthquake Engineering},
    year={2017},
    volume={21},
    number={8},
    pages={1197-1219},
    doi={10.1080/13632469.2015.1036327},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85033373221&doi=10.1080%2f13632469.2015.1036327&partnerID=40&md5=f0327fd572f643cf17e1e9f92f6604c1},
    affiliation={Department of Civil Engineering, Faculdade de Ciencias e Tecnologia–Universidade Nova de Lisboa, Caparica, Portugal; School of Civil and Construction Engineering, Oregon State University, Corvallis, OR, United States; Nottingham Transport Engineering Centre (NTEC), University of Nottingham, University Park, Nottingham, United Kingdom; UNIC, Department of Civil Engineering, Faculdade de Ciencias e Tecnologia–Universidade Nova de Lisboa, Caparica, Portugal},
    }
  • [DOI] Z. Li, H. Dong, X. Wang, and M. He, “Experimental and numerical investigations into seismic performance of timber-steel hybrid structure with supplemental dampers,” Engineering structures, vol. 151, pp. 33-43, 2017.
    [Bibtex]
    @ARTICLE{Li201733,
    author={Li, Z. and Dong, H. and Wang, X. and He, M.},
    title={Experimental and numerical investigations into seismic performance of timber-steel hybrid structure with supplemental dampers},
    journal={Engineering Structures},
    year={2017},
    volume={151},
    pages={33-43},
    doi={10.1016/j.engstruct.2017.08.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85027377306&doi=10.1016%2fj.engstruct.2017.08.011&partnerID=40&md5=57611fca891eb0717b7d7352b01c9772},
    affiliation={Department of Structural Engineering, Tongji University, Shanghai, 200092, China},
    }
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    [Bibtex]
    @ARTICLE{Ismail201788,
    author={Ismail, A.M. and Fahmy, M.F.M. and Wu, Z.},
    title={Simulating the lateral performance of FRP-confined RC circular columns using a new eccentric-based stress-strain model},
    journal={Composite Structures},
    year={2017},
    volume={180},
    pages={88-104},
    doi={10.1016/j.compstruct.2017.07.075},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85026816785&doi=10.1016%2fj.compstruct.2017.07.075&partnerID=40&md5=2fa61d4da693300367f3b806465312cc},
    affiliation={International Institute for Urban Systems Engineering, Southeast Univ., Nanjing, 210096, China; Civil Engineering Dept., Faculty of Engineering, Assiut University, Assiut, Egypt},
    }
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    [Bibtex]
    @ARTICLE{Zhou20171,
    author={Zhou, T. and Wu, Y.F. and Li, A.Q.},
    title={Implementation and Validation of a Numerical Model for Lead-Rubber Seismic Isolation Bearings},
    journal={Journal of Mechanics},
    year={2017},
    pages={1-13},
    doi={10.1017/jmech.2017.100},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85034592326&doi=10.1017%2fjmech.2017.100&partnerID=40&md5=fd5074be072f22ec83cee38e4df339a3},
    affiliation={School of Civil Engineering Southeast University Nanjing, China, China; Beijing Advanced Innovation Center for Future Urban Design Beijing University of Civil Engineering and Architecture Beijing, China, China},
    }
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    [Bibtex]
    @ARTICLE{Zhao2017568,
    author={Zhao, L. and Bi, K. and Hao, H. and Li, X.},
    title={Numerical studies on the seismic responses of bridge structures with precast segmental columns},
    journal={Engineering Structures},
    year={2017},
    volume={151},
    pages={568-583},
    doi={10.1016/j.engstruct.2017.08.018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029523185&doi=10.1016%2fj.engstruct.2017.08.018&partnerID=40&md5=549372e240cf5b853bc08a191b9201f9},
    affiliation={Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, China; Center for Infrastructure Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin University, Kent Street, Bentley, WA 6102, Australia},
    }
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    @ARTICLE{Guo2017105,
    author={Guo, J.-J. and Zhong, J. and Dang, X.-Z. and Yuan, W.-C.},
    title={Seismic performance assessment of a curved bridge equipped with a new type spring restrainer},
    journal={Engineering Structures},
    year={2017},
    volume={151},
    pages={105-114},
    doi={10.1016/j.engstruct.2017.08.006},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85027553944&doi=10.1016%2fj.engstruct.2017.08.006&partnerID=40&md5=7a74ad6b4819db662681fe2d944c5170},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, 1239, Siping Road, Shanghai, 200092, China; School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei, 230009, China},
    }
  • [DOI] S. Tian, H. Jia, and Y. Lin, “Hybrid simulation of a carbon fibre–reinforced polymer-strengthened continuous reinforced concrete girder bridge,” Advances in structural engineering, vol. 20, iss. 11, pp. 1658-1670, 2017.
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    @ARTICLE{Tian20171658,
    author={Tian, S. and Jia, H. and Lin, Y.},
    title={Hybrid simulation of a carbon fibre–reinforced polymer-strengthened continuous reinforced concrete girder bridge},
    journal={Advances in Structural Engineering},
    year={2017},
    volume={20},
    number={11},
    pages={1658-1670},
    doi={10.1177/1369433217691772},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85031286546&doi=10.1177%2f1369433217691772&partnerID=40&md5=cf9128b56735dff1320df52e52041441},
    affiliation={School of Civil Engineering, Harbin Institute of Technology, Harbin, China; School of Civil Engineering, Suzhou University of Science and Technology, Suzhou, China},
    }
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    [Bibtex]
    @ARTICLE{MohammadNoh2017599,
    author={Mohammad Noh, N. and Liberatore, L. and Mollaioli, F. and Tesfamariam, S.},
    title={Modelling of masonry infilled RC frames subjected to cyclic loads: State of the art review and modelling with OpenSees},
    journal={Engineering Structures},
    year={2017},
    volume={150},
    pages={599-621},
    doi={10.1016/j.engstruct.2017.07.002},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85026466729&doi=10.1016%2fj.engstruct.2017.07.002&partnerID=40&md5=d3989e7c04836d8c5a683859af5a656b},
    affiliation={School of Engineering, The University of British Columbia, Kelowna, BC, Canada; Department of Structural and Geotechnical Engineering, “Sapienza” University of Rome, Italy},
    }
  • [DOI] F. Behnamfar, S. M. Mirhosseini, and H. Alibabaei, “Seismic behavior of structures considering uplift and soil–structure interaction,” Advances in structural engineering, vol. 20, iss. 11, pp. 1712-1726, 2017.
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    @ARTICLE{Behnamfar20171712,
    author={Behnamfar, F. and Mirhosseini, S.M. and Alibabaei, H.},
    title={Seismic behavior of structures considering uplift and soil–structure interaction},
    journal={Advances in Structural Engineering},
    year={2017},
    volume={20},
    number={11},
    pages={1712-1726},
    doi={10.1177/1369433217693628},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85031289200&doi=10.1177%2f1369433217693628&partnerID=40&md5=e807e5b65b9e31258257d66ec0924604},
    affiliation={Department of Civil Engineering, Isfahan University of Technology, Esfahan, 8415683111, Iran},
    }
  • [DOI] W. Xue and X. Hu, “Seismic performance of a four-story two-bay high-performance concrete frame under low reversed cyclic loading,” Ksce journal of civil engineering, vol. 21, iss. 7, pp. 2707-2716, 2017.
    [Bibtex]
    @ARTICLE{Xue20172707,
    author={Xue, W. and Hu, X.},
    title={Seismic performance of a four-story two-bay high-performance concrete frame under low reversed cyclic loading},
    journal={KSCE Journal of Civil Engineering},
    year={2017},
    volume={21},
    number={7},
    pages={2707-2716},
    doi={10.1007/s12205-017-0435-y},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85014101945&doi=10.1007%2fs12205-017-0435-y&partnerID=40&md5=66b7c0ad75263efb58d089efc8594717},
    affiliation={Dept. of Structural Engineering, Tongji University, Shanghai, 200092, China},
    }
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    [Bibtex]
    @ARTICLE{Freddi20172281,
    author={Freddi, F. and Dimopoulos, C.A. and Karavasilis, T.L.},
    title={Rocking damage-free steel column base with friction devices: design procedure and numerical evaluation},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2017},
    volume={46},
    number={14},
    pages={2281-2300},
    doi={10.1002/eqe.2904},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018781873&doi=10.1002%2feqe.2904&partnerID=40&md5=cc647c5de38387369296059dcfd698d3},
    affiliation={School of Engineering, University of Warwick, Coventry, CV4 7AL, United Kingdom; Faculty of Engineering and the Environment, University of Southampton, Southampton, SO17 1BJ, United Kingdom},
    }
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    [Bibtex]
    @ARTICLE{Pan2017867,
    author={Pan, Z. and Si, Q. and Zhou, Z. and Zhang, Y. and Zhu, Y. and Chen, X.},
    title={Experimental and numerical investigations of seismic performance of hybrid joints with bolted connections},
    journal={Journal of Constructional Steel Research},
    year={2017},
    volume={138},
    pages={867-876},
    doi={10.1016/j.jcsr.2017.09.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030859191&doi=10.1016%2fj.jcsr.2017.09.001&partnerID=40&md5=f33ea60ea8fe26213acef438345fb7b0},
    affiliation={Jiangsu University of Science and Technology, School of Civil Engineering and Architecture, Zhenjiang, 212003, China; Jiangsu University of Science and Technology, School of Naval Architecture and Civil Engineering, Zhangjiagang, 215600, China},
    }
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    [Bibtex]
    @ARTICLE{Song2017179,
    author={Song, H. and Yang, Y. and Liu, J.},
    title={Seismic behavior of L-shaped concrete-filled steel tubular columns with reinforcement stiffeners},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    pages={179-184},
    doi={10.14006/j.jzjgxb.2017.S1.024},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046858387&doi=10.14006%2fj.jzjgxb.2017.S1.024&partnerID=40&md5=8a4ac5daaed65335cbeaba12b0e4c2e5},
    affiliation={School of Civil Engineering, Chongqing University, Chongqing, 400045, China; Key Laboratory of New Technology for Construction of Cities in Mountain Area of China Ministry of Education, Chongqing University, Chongqing, 400045, China; Shenzhen Municipal Design & Research Institute Co., Ltd, Shenzhen, 518029, China},
    }
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    @ARTICLE{Zhang2017,
    author={Zhang, P. and Restrepo, J.I. and Conte, J.P. and Ou, J.},
    title={Nonlinear finite element modeling and response analysis of the collapsed Alto Rio building in the 2010 Chile Maule earthquake},
    journal={Structural Design of Tall and Special Buildings},
    year={2017},
    volume={26},
    number={16},
    doi={10.1002/tal.1364},
    art_number={e1364},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019605299&doi=10.1002%2ftal.1364&partnerID=40&md5=97a5b0ee84d5c3e0c58bd06ba7e170cb},
    affiliation={Faculty of Infrastructure Engineering, Dalian University of Technology, No.2 Linggong Road, Ganjingzi District, Dalian, Liaoning 116024, China; Department of Structural Engineering, University of California at San Diego, 9500 Gilman Drive, La Jolla, CA 92093-0085, United States},
    }
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    [Bibtex]
    @ARTICLE{He2017,
    author={He, Z. and Fu, S. and Shi, Y. and Tao, Q. and Sun, C.},
    title={New speedup algorithms for nonlinear dynamic time history analysis of supertall building structures under strong earthquakes},
    journal={Structural Design of Tall and Special Buildings},
    year={2017},
    volume={26},
    number={16},
    doi={10.1002/tal.1369},
    art_number={e1369},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85025066672&doi=10.1002%2ftal.1369&partnerID=40&md5=bca868d2742a4cb921fbc3b21516a29e},
    affiliation={School of Civil Engineering, Dalian University of Technology, Dalian, 116024, China; State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, 116024, China},
    }
  • X. -S. Xia, X. -C. Chen, and Z. -L. Ai, “Study of seismic performance of a new type of railway bridge pier,” Bridge construction, vol. 47, iss. 5, pp. 12-17, 2017.
    [Bibtex]
    @ARTICLE{Xia201712,
    author={Xia, X.-S. and Chen, X.-C. and Ai, Z.-L.},
    title={Study of Seismic Performance of a New Type of Railway Bridge Pier},
    journal={Bridge Construction},
    year={2017},
    volume={47},
    number={5},
    pages={12-17},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046338486&partnerID=40&md5=4f49176b1a9d259c4f289173ef28670a},
    affiliation={School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, 730070, China; China Railway Eryuan Engineering Group Co., Ltd., Chengdu, 610031, China},
    }
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    [Bibtex]
    @ARTICLE{Ahmadi2017939,
    author={Ahmadi, M. and Naderpour, H. and Kheyroddin, A. and Gandomi, A.H.},
    title={Seismic failure probability and vulnerability assessment of steel-concrete composite structures},
    journal={Periodica Polytechnica Civil Engineering},
    year={2017},
    volume={61},
    number={4},
    pages={939-950},
    doi={10.3311/PPci.10548},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032673424&doi=10.3311%2fPPci.10548&partnerID=40&md5=76acbaa334c99b59d6750f63879539fb},
    affiliation={Faculty of Civil Engineering, Semnan University, Semnan, Iran; BEACON Center for the Study of Evolution in Action, Michigan State University, 1450 BPS, East Lansing, MI 48824, United States},
    }
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    [Bibtex]
    @ARTICLE{Qiao2017,
    author={Qiao, S. and Han, X. and Zhou, K.},
    title={Bracing configuration and seismic performance of reinforced concrete frame with brace},
    journal={Structural Design of Tall and Special Buildings},
    year={2017},
    volume={26},
    number={14},
    doi={10.1002/tal.1381},
    art_number={e1381},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018675513&doi=10.1002%2ftal.1381&partnerID=40&md5=c72dbc04bbc2111a87f3d9f9ac767059},
    affiliation={School of Civil Engineering and Transportation, South China University of Technology, Tianhe, Guangzhou, 510641, China; College of Civil Engineering, Huaqiao University, Xiamen, 361021, China},
    }
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    [Bibtex]
    @ARTICLE{Si201787,
    author={Si, B.-J. and Gu, M.-Y. and Sun, Z.-G. and Du, M.},
    title={Seismic response analysis of the rocking self-centering bridge piers under the near-fault ground motions},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    number={10},
    pages={87-97},
    doi={10.6052/j.issn.1000-4750.2016.05.0386},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85033705454&doi=10.6052%2fj.issn.1000-4750.2016.05.0386&partnerID=40&md5=57c5b240ac09454e1f6165b5067d3a53},
    affiliation={Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China; Department of Disaster Prevention Engineering, Institute of Disaster Prevention, Sanhe, Hebei 065201, China},
    }
  • [DOI] J. Gao and Y. Xu, “Rational finite element model analysis of two span skew girder bridge,” Wuhan ligong daxue xuebao (jiaotong kexue yu gongcheng ban)/journal of wuhan university of technology (transportation science and engineering), vol. 41, iss. 5, pp. 751-756, 2017.
    [Bibtex]
    @ARTICLE{Gao2017751,
    author={Gao, J. and Xu, Y.},
    title={Rational Finite Element Model Analysis of Two Span Skew Girder Bridge},
    journal={Wuhan Ligong Daxue Xuebao (Jiaotong Kexue Yu Gongcheng Ban)/Journal of Wuhan University of Technology (Transportation Science and Engineering)},
    year={2017},
    volume={41},
    number={5},
    pages={751-756},
    doi={10.3963/j.issn.2095-3844.2017.05.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032789098&doi=10.3963%2fj.issn.2095-3844.2017.05.008&partnerID=40&md5=33139b804f667c23532696296e0bc1cd},
    affiliation={Fujian Chuanzheng Communications College, Fuzhou, 350007, China; College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China},
    }
  • [DOI] M. F. M. Fahmy, A. M. Ismail, and Z. Wu, “Numerical study on the applicability of design-oriented models of frp-confined concrete for predicting the cyclic response of circular frp-jacketed rc columns,” Journal of composites for construction, vol. 21, iss. 5, 2017.
    [Bibtex]
    @ARTICLE{Fahmy2017,
    author={Fahmy, M.F.M. and Ismail, A.M. and Wu, Z.},
    title={Numerical Study on the Applicability of Design-Oriented Models of FRP-Confined Concrete for Predicting the Cyclic Response of Circular FRP-Jacketed RC Columns},
    journal={Journal of Composites for Construction},
    year={2017},
    volume={21},
    number={5},
    doi={10.1061/(ASCE)CC.1943-5614.0000791},
    art_number={04017017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018443908&doi=10.1061%2f%28ASCE%29CC.1943-5614.0000791&partnerID=40&md5=0b9623bd0e165ac24aafb70ef9784cfa},
    affiliation={International Institute for Urban Systems Engineering, Southeast Univ., Nanjing, 210096, China; Dept. of Civil Engineering, Faculty of Engineering, Assiut Univ., Assiut, 71516, Egypt},
    }
  • [DOI] E. Jacobsen and R. Tremblay, “Shake-table testing and numerical modelling of inelastic seismic response of semi-rigid cold-formed rack moment frames,” Thin-walled structures, vol. 119, pp. 190-210, 2017.
    [Bibtex]
    @ARTICLE{Jacobsen2017190,
    author={Jacobsen, E. and Tremblay, R.},
    title={Shake-table testing and numerical modelling of inelastic seismic response of semi-rigid cold-formed rack moment frames},
    journal={Thin-Walled Structures},
    year={2017},
    volume={119},
    pages={190-210},
    doi={10.1016/j.tws.2017.05.024},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020403051&doi=10.1016%2fj.tws.2017.05.024&partnerID=40&md5=6b7f8725e493f8a2fcbe2503168d35a3},
    affiliation={Polytechnique Montreal, Montreal, H3C 3A7, Canada},
    }
  • [DOI] F. Hedayati Dezfuli, S. Li, M. S. Alam, and J. -Q. Wang, “Effect of constitutive models on the seismic response of an sma-lrb isolated highway bridge,” Engineering structures, vol. 148, pp. 113-125, 2017.
    [Bibtex]
    @ARTICLE{HedayatiDezfuli2017113,
    author={Hedayati Dezfuli, F. and Li, S. and Alam, M.S. and Wang, J.-Q.},
    title={Effect of constitutive models on the seismic response of an SMA-LRB isolated highway bridge},
    journal={Engineering Structures},
    year={2017},
    volume={148},
    pages={113-125},
    doi={10.1016/j.engstruct.2017.06.036},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020946860&doi=10.1016%2fj.engstruct.2017.06.036&partnerID=40&md5=a888d311d84cda7259e80b22651bfb5e},
    affiliation={School of Engineering, University of British Columbia, Kelowna, BC, Canada; Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Nanjing, China},
    }
  • [DOI] M. Saberian and M. M. Khabiri, “Experimental and numerical study of the effects of coal on pavement performance in mine haul road,” Geotechnical and geological engineering, vol. 35, iss. 5, pp. 2467-2478, 2017.
    [Bibtex]
    @ARTICLE{Saberian20172467,
    author={Saberian, M. and Khabiri, M.M.},
    title={Experimental and Numerical Study of the Effects of Coal on Pavement Performance in Mine Haul Road},
    journal={Geotechnical and Geological Engineering},
    year={2017},
    volume={35},
    number={5},
    pages={2467-2478},
    doi={10.1007/s10706-017-0235-7},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85017473591&doi=10.1007%2fs10706-017-0235-7&partnerID=40&md5=bd10864b9dec22ae4eb839924cfda132},
    affiliation={School of Engineering, RMIT University, 376-392 Swanston Street, Melbourne, VIC, Australia; Department of Civil Engineering, Yazd University, Yazd, Iran},
    }
  • [DOI] S. Wu, S. Jiang, S. Tao, and X. Li, “Numerical simulation method for the seismic performance test of frame supported shear wall with cfrp bars in transfer beam,” Tumu jianzhu yu huanjing gongcheng/journal of civil, architectural and environmental engineering, vol. 39, iss. 5, pp. 16-22, 2017.
    [Bibtex]
    @ARTICLE{Wu201716,
    author={Wu, S. and Jiang, S. and Tao, S. and Li, X.},
    title={Numerical simulation method for the seismic performance test of frame supported shear wall with CFRP bars in transfer beam},
    journal={Tumu Jianzhu yu Huanjing Gongcheng/Journal of Civil, Architectural and Environmental Engineering},
    year={2017},
    volume={39},
    number={5},
    pages={16-22},
    doi={10.11835/j.issn.1674-4764.2017.05.003},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032821450&doi=10.11835%2fj.issn.1674-4764.2017.05.003&partnerID=40&md5=8486321c883e4ff56abafd09e4dfd8f2},
    affiliation={Dept. of Civil Engineering, Logistic Engineering University of PLA, Chongqing, 401311, China; Dept. of Training, Logistic Engineering University of PLA, Chongqing, 401311, China},
    }
  • [DOI] H. Pahlavan, B. Zakeri, and G. Ghodrati Amiri, “Probabilistic performance assessment of retrofitted horizontally curved multi-frame rc box-girder bridges,” Journal of earthquake and tsunami, vol. 11, iss. 4, 2017.
    [Bibtex]
    @ARTICLE{Pahlavan2017,
    author={Pahlavan, H. and Zakeri, B. and Ghodrati Amiri, G.},
    title={Probabilistic Performance Assessment of Retrofitted Horizontally Curved Multi-Frame RC Box-Girder Bridges},
    journal={Journal of Earthquake and Tsunami},
    year={2017},
    volume={11},
    number={4},
    doi={10.1142/S1793431117500105},
    art_number={1750010},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85007164308&doi=10.1142%2fS1793431117500105&partnerID=40&md5=cc6bff24a653a9d6c5b578caf7f88997},
    affiliation={Shahrood University of Technology, Shahrood, Iran; Department of Civil and Environmental Engineering, University of California, Irvine, United States; Center of Excellence for Fundamental Studies, Structural Engineering School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran},
    }
  • [DOI] S. D. Eslamlou and B. Asgarian, “Determining critical areas of transmission towers due to sudden removal of members,” Case studies in engineering failure analysis, vol. 9, pp. 138-147, 2017.
    [Bibtex]
    @ARTICLE{Eslamlou2017138,
    author={Eslamlou, S.D. and Asgarian, B.},
    title={Determining critical areas of transmission towers due to sudden removal of members},
    journal={Case Studies in Engineering Failure Analysis},
    year={2017},
    volume={9},
    pages={138-147},
    doi={10.1016/j.csefa.2015.09.005},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85006751392&doi=10.1016%2fj.csefa.2015.09.005&partnerID=40&md5=9ddc88b7a1909529f69a3522973cceda},
    affiliation={Faculty of Civil Engineering, K. N. Toosi University of Technology, Tehran, Iran},
    }
  • [DOI] L. Shrestha and M. Bruneau, “Estimating number of simultaneously yielding stories in a shear building subjected to earthquake excitation,” Engineering structures, vol. 148, pp. 552-570, 2017.
    [Bibtex]
    @ARTICLE{Shrestha2017552,
    author={Shrestha, L. and Bruneau, M.},
    title={Estimating number of simultaneously yielding stories in a shear building subjected to earthquake excitation},
    journal={Engineering Structures},
    year={2017},
    volume={148},
    pages={552-570},
    doi={10.1016/j.engstruct.2017.06.044},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030471541&doi=10.1016%2fj.engstruct.2017.06.044&partnerID=40&md5=944f1c306e576f8d2392f6ba2bdf9b7d},
    affiliation={Earthquake Engineering Research and Consultation Center, Kathmandu, Nepal; Dept. of Civil, Structural and Environmental Engineering, University at Buffalo, The State University of New York Buffalo, New York, United States; Formerly Graduate Research Assistant, Dept. of Civil, Structural and Environmental Engineering, University at Buffalo, Buffalo, NY 14260, United States},
    }
  • [DOI] M. Zhan, J. Wang, and J. Yan, “Simplified method of dynamic calculation model for a 3-span simply supported skewed girder bridge,” Zhendong yu chongji/journal of vibration and shock, vol. 36, iss. 17, pp. 231-237, 2017.
    [Bibtex]
    @ARTICLE{Zhan2017231,
    author={Zhan, M. and Wang, J. and Yan, J.},
    title={Simplified method of dynamic calculation model for a 3-span simply supported skewed girder bridge},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2017},
    volume={36},
    number={17},
    pages={231-237},
    doi={10.13465/j.cnki.jvs.2017.17.034},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85034259854&doi=10.13465%2fj.cnki.jvs.2017.17.034&partnerID=40&md5=e1405c846acf1c7cd52dd76648219f94},
    affiliation={School of Civil Engineering, Shijiazhuang Railway University, Shijiazhuang, 050043, China; MOE Key Lab of Roads and Railway Engineering Safety Control, Shijiazhuang Railway University, Shijiazhuang, 050043, China; Structural Health Monitoring and Control Institute, Shijiazhuang Railway University, Shijiazhuang, 050043, China},
    }
  • [DOI] X. Huang, Z. Zhou, Q. Xie, R. Xue, and D. Zhu, “Force distribution analysis of self-centering coupled-beams for moment-resisting-frames without floor elongation,” Engineering structures, vol. 147, pp. 328-344, 2017.
    [Bibtex]
    @ARTICLE{Huang2017328,
    author={Huang, X. and Zhou, Z. and Xie, Q. and Xue, R. and Zhu, D.},
    title={Force distribution analysis of self-centering coupled-beams for moment-resisting-frames without floor elongation},
    journal={Engineering Structures},
    year={2017},
    volume={147},
    pages={328-344},
    doi={10.1016/j.engstruct.2017.05.055},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020432232&doi=10.1016%2fj.engstruct.2017.05.055&partnerID=40&md5=f6350107adfc495be7370a03769bd0dc},
    affiliation={Southeast Univ., Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Nanjing, 210096, China},
    }
  • [DOI] J. -S. Jeon, E. Choi, and M. -H. Noh, “Fragility characteristics of skewed concrete bridges accounting for ground motion directionality,” Structural engineering and mechanics, vol. 63, iss. 5, pp. 647-657, 2017.
    [Bibtex]
    @ARTICLE{Jeon2017647,
    author={Jeon, J.-S. and Choi, E. and Noh, M.-H.},
    title={Fragility characteristics of skewed concrete bridges accounting for ground motion directionality},
    journal={Structural Engineering and Mechanics},
    year={2017},
    volume={63},
    number={5},
    pages={647-657},
    doi={10.12989/sem.2017.63.5.647},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032893810&doi=10.12989%2fsem.2017.63.5.647&partnerID=40&md5=44ff3d4441aee7ac18d760a151393220},
    affiliation={Department of Civil Engineering, Andong National University, 1375 Gyeongdong-ro, Andong-si, Gyeongsangbuk-do, 36729, South Korea; Department of Civil Engineering, Hongik University, 94 Wausan-ro, Mapo-gu, Seoul, 04066, South Korea; Structure Research Group, Steel Solution Marketing Division, POSCO, 100 Songdogwahak-ro, Yeonsu-gu, Incheon, 21985, South Korea},
    }
  • [DOI] M. Ezzeldin, L. Wiebe, and W. El-Dakhakhni, “System-level seismic risk assessment methodology: application to reinforced masonry buildings with boundary elements,” Journal of structural engineering (united states), vol. 143, iss. 9, 2017.
    [Bibtex]
    @ARTICLE{Ezzeldin2017,
    author={Ezzeldin, M. and Wiebe, L. and El-Dakhakhni, W.},
    title={System-Level Seismic Risk Assessment Methodology: Application to Reinforced Masonry Buildings with Boundary Elements},
    journal={Journal of Structural Engineering (United States)},
    year={2017},
    volume={143},
    number={9},
    doi={10.1061/(ASCE)ST.1943-541X.0001815},
    art_number={04017084},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021649862&doi=10.1061%2f%28ASCE%29ST.1943-541X.0001815&partnerID=40&md5=4e6614384eeebcee4acb581b43f15254},
    affiliation={Dept. of Civil Engineering, McMaster Univ., Hamilton, ON L8S 4L7, Canada},
    }
  • [DOI] N. -J. Du, G. -L. Bai, Y. -Z. Xu, and C. -G. Qin, “Experimental and numerical researches on the seismic behavior of tubular reinforced concrete columns of air-cooling structures,” International journal of concrete structures and materials, vol. 11, iss. 3, pp. 459-475, 2017.
    [Bibtex]
    @ARTICLE{Du2017459,
    author={Du, N.-J. and Bai, G.-L. and Xu, Y.-Z. and Qin, C.-G.},
    title={Experimental and Numerical Researches on the Seismic Behavior of Tubular Reinforced Concrete Columns of Air-Cooling Structures},
    journal={International Journal of Concrete Structures and Materials},
    year={2017},
    volume={11},
    number={3},
    pages={459-475},
    doi={10.1007/s40069-017-0207-6},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029925968&doi=10.1007%2fs40069-017-0207-6&partnerID=40&md5=22713e7e88a40d477622e15b9a191572},
    affiliation={School of Civil Engineering, Xi’an University of Architecture and Technology, No. 13, Yanta Road, Xi’an, Shaanxi 710055, China},
    }
  • [DOI] S. Li and J. Wang, “Analysis of influential factors on rotation responses of two-span simply supported skewed girder bridges under strong earthquake,” Beijing gongye daxue xuebao/journal of beijing university of technology, vol. 43, iss. 9, pp. 1373-1380, 2017.
    [Bibtex]
    @ARTICLE{Li20171373,
    author={Li, S. and Wang, J.},
    title={Analysis of Influential Factors on Rotation Responses of Two-span Simply Supported Skewed Girder Bridges Under Strong Earthquake},
    journal={Beijing Gongye Daxue Xuebao/Journal of Beijing University of Technology},
    year={2017},
    volume={43},
    number={9},
    pages={1373-1380},
    doi={10.11936/bjutxb2016110022},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85033383364&doi=10.11936%2fbjutxb2016110022&partnerID=40&md5=9e86050f2df764590a2bf0c45c858cf3},
    affiliation={Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China; School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, 050043, China},
    }
  • [DOI] M. Banazadeh, A. Ghanbari, and R. Ghanbari, “Seismic performance assessment of steel moment-resisting frames equipped with linear and nonlinear fluid viscous dampers with the same damping ratio,” Journal of constructional steel research, vol. 136, pp. 215-228, 2017.
    [Bibtex]
    @ARTICLE{Banazadeh2017215,
    author={Banazadeh, M. and Ghanbari, A. and Ghanbari, R.},
    title={Seismic performance assessment of steel moment-resisting frames equipped with linear and nonlinear fluid viscous dampers with the same damping ratio},
    journal={Journal of Constructional Steel Research},
    year={2017},
    volume={136},
    pages={215-228},
    doi={10.1016/j.jcsr.2017.05.022},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020258365&doi=10.1016%2fj.jcsr.2017.05.022&partnerID=40&md5=b990cf3c0daa11526e199eb35346cb6c},
    affiliation={Department of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, Iran; Department of Environmental Health Engineering, School of Public Health, Qazvin University of Medical Sciences, Qazvin, Iran},
    }
  • [DOI] H. Liu, Q. Yan, and X. Du, “Study of seismic performance of reinforced concrete frame beam-column joints connected with grouted sleeves,” Jianzhu jiegou xuebao/journal of building structures, vol. 38, iss. 9, pp. 54-61, 2017.
    [Bibtex]
    @ARTICLE{Liu201754,
    author={Liu, H. and Yan, Q. and Du, X.},
    title={Study of seismic performance of reinforced concrete frame beam-column joints connected with grouted sleeves},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    number={9},
    pages={54-61},
    doi={10.14006/j.jzjgxb.2017.09.007},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85034439731&doi=10.14006%2fj.jzjgxb.2017.09.007&partnerID=40&md5=e46fc30a00c2229baa1c18659409828f},
    affiliation={Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing, 100124, China},
    }
  • [DOI] L. Li, S. Hu, and L. Wang, “Seismic fragility assessment of a multi-span cable-stayed bridge with tall piers,” Bulletin of earthquake engineering, vol. 15, iss. 9, pp. 3727-3745, 2017.
    [Bibtex]
    @ARTICLE{Li20173727,
    author={Li, L. and Hu, S. and Wang, L.},
    title={Seismic fragility assessment of a multi-span cable-stayed bridge with tall piers},
    journal={Bulletin of Earthquake Engineering},
    year={2017},
    volume={15},
    number={9},
    pages={3727-3745},
    doi={10.1007/s10518-017-0106-x},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85013468570&doi=10.1007%2fs10518-017-0106-x&partnerID=40&md5=79653ec860783c470fc070ee2995a688},
    affiliation={College of Civil Engineering, Hunan University, Changsha, China; Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan University, Changsha, China},
    }
  • [DOI] T. Peng and Y. Wu, “Rts test study and numerical simulation of mechanical properties of hdr bearings,” Earthquake and structures, vol. 13, iss. 3, pp. 299-307, 2017.
    [Bibtex]
    @ARTICLE{Peng2017299,
    author={Peng, T. and Wu, Y.},
    title={RTS test study and numerical simulation of mechanical properties of HDR bearings},
    journal={Earthquake and Structures},
    year={2017},
    volume={13},
    number={3},
    pages={299-307},
    doi={10.12989/eas.2017.13.3.299},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85037535674&doi=10.12989%2feas.2017.13.3.299&partnerID=40&md5=f85f33e413e24247c8be02d954284b4f},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China; College of Civil Engineering, Tongji University, Shanghai, China},
    }
  • C. Ji and Y. Shen, “Study on the limit state of rectangular hollow pier based on the capacity spectrum method,” World information on earthquake engineering, vol. 33, iss. 3, pp. 121-127, 2017.
    [Bibtex]
    @ARTICLE{Ji2017121,
    author={Ji, C. and Shen, Y.},
    title={Study on the limit state of rectangular hollow pier based on the capacity spectrum method},
    journal={World Information on Earthquake Engineering},
    year={2017},
    volume={33},
    number={3},
    pages={121-127},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032291848&partnerID=40&md5=0842a689a419b21cd2e2e1e7acc55ad7},
    affiliation={Department of Civil Engineering, Hebei University of Engineering, Handan, 056038, China},
    }
  • [DOI] M. Tahamouli Roudsari, M. Gordini, H. Fazeli, and B. Kavehei, “Probability analysis of double layer barrel vaults considering the effect of initial curvature and length imperfections simultaneously,” International journal of steel structures, vol. 17, iss. 3, pp. 939-948, 2017.
    [Bibtex]
    @ARTICLE{TahamouliRoudsari2017939,
    author={Tahamouli Roudsari, M. and Gordini, M. and Fazeli, H. and Kavehei, B.},
    title={Probability analysis of double layer barrel vaults considering the effect of initial curvature and length imperfections simultaneously},
    journal={International Journal of Steel Structures},
    year={2017},
    volume={17},
    number={3},
    pages={939-948},
    doi={10.1007/s13296-017-9006-9},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029663076&doi=10.1007%2fs13296-017-9006-9&partnerID=40&md5=8b9f9432184f128c01a67234e95be64c},
    affiliation={Department of Civil Engineering, Kermanshah Branch, Islamic Azad University, Kermanshah, Iran},
    }
  • [DOI] D. Chavan, G. Mondal, and A. Prashant, “Seismic analysis of nailed soil slope considering interface effects,” Soil dynamics and earthquake engineering, vol. 100, pp. 480-491, 2017.
    [Bibtex]
    @ARTICLE{Chavan2017480,
    author={Chavan, D. and Mondal, G. and Prashant, A.},
    title={Seismic analysis of nailed soil slope considering interface effects},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2017},
    volume={100},
    pages={480-491},
    doi={10.1016/j.soildyn.2017.06.024},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021832676&doi=10.1016%2fj.soildyn.2017.06.024&partnerID=40&md5=036fc43ab2afc75d6fd08c22fa0a5f3b},
    affiliation={Indian Institute of Technology Kanpur, India; Indian Institute of Technology Bhubaneswar, India; Indian Institute of Technology Gandhinagar, India},
    }
  • [DOI] Z. Pan, J. Liu, C. Wu, Z. Qiao, C. K. Y. Leung, and S. Meng, “Experimental study and finite element analysis of seismic behavior of reinforced ecc composite columns,” Jianzhu jiegou xuebao/journal of building structures, vol. 38, iss. 9, pp. 38-45, 2017.
    [Bibtex]
    @ARTICLE{Pan201738,
    author={Pan, Z. and Liu, J. and Wu, C. and Qiao, Z. and Leung, C.K.Y. and Meng, S.},
    title={Experimental study and finite element analysis of seismic behavior of reinforced ECC composite columns},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    number={9},
    pages={38-45},
    doi={10.14006/j.jzjgxb.2017.09.005},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85034416762&doi=10.14006%2fj.jzjgxb.2017.09.005&partnerID=40&md5=fddd25bf25d1900dc93d123be05a4012},
    affiliation={College of Civil Engineering, Tongji University, Shanghai, 200092, China; State Grid Jiangsu Electric Power Company, Nanjing, 210029, China; School of Civil Engineering, Southeast University, Nanjing, 210096, China; Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Hong Kong, 999077, Hong Kong},
    }
  • [DOI] C. Vatansever, E. Seçkin, and G. Yazıcı, “Snow induced collapse of hail protection canopies,” Engineering failure analysis, vol. 79, pp. 186-197, 2017.
    [Bibtex]
    @ARTICLE{Vatansever2017186,
    author={Vatansever, C. and Seçkin, E. and Yazıcı, G.},
    title={Snow induced collapse of hail protection canopies},
    journal={Engineering Failure Analysis},
    year={2017},
    volume={79},
    pages={186-197},
    doi={10.1016/j.engfailanal.2017.04.032},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018395555&doi=10.1016%2fj.engfailanal.2017.04.032&partnerID=40&md5=753031b4018a624091b0d3f6df5b4b31},
    affiliation={Department of Civil Engineering, Faculty of Civil Engineering, Istanbul Technical University, Istanbul, Turkey; Department of Civil Engineering, Faculty of Civil Engineering, Istanbul Kultur University, Istanbul, Turkey},
    }
  • [DOI] S. Jeong and B. A. Bradley, “Amplification of strong ground motions at heathcote valley during the 2010–2011 canterbury earthquakes: observation and 1d site response analysis,” Soil dynamics and earthquake engineering, vol. 100, pp. 345-356, 2017.
    [Bibtex]
    @ARTICLE{Jeong2017345,
    author={Jeong, S. and Bradley, B.A.},
    title={Amplification of strong ground motions at Heathcote Valley during the 2010–2011 Canterbury earthquakes: Observation and 1D site response analysis},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2017},
    volume={100},
    pages={345-356},
    doi={10.1016/j.soildyn.2017.06.004},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021107628&doi=10.1016%2fj.soildyn.2017.06.004&partnerID=40&md5=44b13bc0c3ba6ee80c67a6db1e0a071c},
    affiliation={QuakeCoRE, University of Canterbury, Private Bag 4800, Christchurch, 8140, New Zealand; Department of Civil and Natural Resources Engineering, University of Canterbury, Private Bag 4800, Christchurch, 8140, New Zealand; UPS Visiting Professor, Stanford University, Stanford, CA, United States},
    }
  • [DOI] H. Arabzadeh and K. Galal, “Seismic collapse risk assessment and frp retrofitting of rc coupled c-shaped core walls using the fema p695 methodology,” Journal of structural engineering (united states), vol. 143, iss. 9, 2017.
    [Bibtex]
    @ARTICLE{Arabzadeh2017,
    author={Arabzadeh, H. and Galal, K.},
    title={Seismic Collapse Risk Assessment and FRP Retrofitting of RC Coupled C-Shaped Core Walls Using the FEMA P695 Methodology},
    journal={Journal of Structural Engineering (United States)},
    year={2017},
    volume={143},
    number={9},
    doi={10.1061/(ASCE)ST.1943-541X.0001820},
    art_number={04017096},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019698061&doi=10.1061%2f%28ASCE%29ST.1943-541X.0001820&partnerID=40&md5=b171868a3a07519a6c0f46ab66579dd1},
    affiliation={Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montréal, QC H3G 1M8, Canada},
    }
  • [DOI] S. R. H. Vaez and S. Sarvdalir, “Reliability-based optimization of one-bay 2-d steel frame,” Ksce journal of civil engineering, pp. 1-8, 2017.
    [Bibtex]
    @ARTICLE{Vaez20171,
    author={Vaez, S.R.H. and Sarvdalir, S.},
    title={Reliability-based optimization of one-bay 2-D steel frame},
    journal={KSCE Journal of Civil Engineering},
    year={2017},
    pages={1-8},
    doi={10.1007/s12205-017-1881-2},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028310991&doi=10.1007%2fs12205-017-1881-2&partnerID=40&md5=01346c1355298b800cd8980e128ad677},
    affiliation={Dept. of Civil Engineering, Faculty of Engineering, University of Qom, Qom, 3716146611, Iran},
    }
  • [DOI] M. R. Mirjalili and F. R. Rofooei, “The modified dynamic-based pushover analysis of steel moment resisting frames,” Structural design of tall and special buildings, vol. 26, iss. 12, 2017.
    [Bibtex]
    @ARTICLE{Mirjalili2017,
    author={Mirjalili, M.R. and Rofooei, F.R.},
    title={The modified dynamic-based pushover analysis of steel moment resisting frames},
    journal={Structural Design of Tall and Special Buildings},
    year={2017},
    volume={26},
    number={12},
    doi={10.1002/tal.1378},
    art_number={e1378},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018367654&doi=10.1002%2ftal.1378&partnerID=40&md5=a6283fd20daeec371d11c07171f789ff},
    affiliation={Civil Engineering Department, Sharif University of Technology, Tehran, Iran},
    }
  • [DOI] G. Campione, L. Cavaleri, F. Di Trapani, and M. F. Ferrotto, “Frictional effects in structural behavior of no-end-connected steel-jacketed rc columns: experimental results and new approaches to model numerical and analytical response,” Journal of structural engineering (united states), vol. 143, iss. 8, 2017.
    [Bibtex]
    @ARTICLE{Campione2017,
    author={Campione, G. and Cavaleri, L. and Di Trapani, F. and Ferrotto, M.F.},
    title={Frictional effects in structural behavior of no-end-connected steel-jacketed RC columns: Experimental results and new approaches to model numerical and analytical response},
    journal={Journal of Structural Engineering (United States)},
    year={2017},
    volume={143},
    number={8},
    doi={10.1061/(ASCE)ST.1943-541X.0001796},
    art_number={04017070},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018972031&doi=10.1061%2f%28ASCE%29ST.1943-541X.0001796&partnerID=40&md5=4fc9d1c058b5a57ca3c3ff7705ca20bc},
    affiliation={Dipartimento di Ingegneria Civile, Ambientale, Aerospaziale, Dei Materiali, Università di Palermo, Viale delle Scienze, Palermo, 90128, Italy},
    }
  • [DOI] Á. Zsarnóczay and L. G. Vigh, “Eurocode conforming design of brbf – part ii: design procedure evaluation,” Journal of constructional steel research, vol. 135, pp. 253-264, 2017.
    [Bibtex]
    @ARTICLE{Zsarnóczay2017253,
    author={Zsarnóczay, Á. and Vigh, L.G.},
    title={Eurocode conforming design of BRBF – Part II: Design procedure evaluation},
    journal={Journal of Constructional Steel Research},
    year={2017},
    volume={135},
    pages={253-264},
    doi={10.1016/j.jcsr.2017.04.013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018730870&doi=10.1016%2fj.jcsr.2017.04.013&partnerID=40&md5=513a5b0d53c7ea08ffa71e947e4e121d},
    affiliation={Budapest University of Technology and Economics, Department of Structural Engineering, Műegyetem rkp. 3, Budapest, H-1111, Hungary},
    }
  • [DOI] Z. Chen, Z. Liu, K. Sun, and B. Wu, “Measurement error analysis and experimental verification of hybrid simulation testing method for reduced scale model,” Jianzhu jiegou xuebao/journal of building structures, vol. 38, iss. 8, pp. 167-174, 2017.
    [Bibtex]
    @ARTICLE{Chen2017167,
    author={Chen, Z. and Liu, Z. and Sun, K. and Wu, B.},
    title={Measurement error analysis and experimental verification of hybrid simulation testing method for reduced scale model},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    number={8},
    pages={167-174},
    doi={10.14006/j.jzjgxb.2017.08.018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85031822818&doi=10.14006%2fj.jzjgxb.2017.08.018&partnerID=40&md5=19d096e60a2de076befe3b923ab2a4d1},
    affiliation={Department of Civil Engineering, Harbin Institute of Technology at Weihai, Weihai, 264209, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China},
    }
  • [DOI] J. Li, D. Feng, X. Ren, and Z. Wan, “Calibration and application of concrete stochastic damage model,” Tongji daxue xuebao/journal of tongji university, vol. 45, iss. 8, pp. 1099-1107, 2017.
    [Bibtex]
    @ARTICLE{Li20171099,
    author={Li, J. and Feng, D. and Ren, X. and Wan, Z.},
    title={Calibration and Application of Concrete Stochastic Damage Model},
    journal={Tongji Daxue Xuebao/Journal of Tongji University},
    year={2017},
    volume={45},
    number={8},
    pages={1099-1107},
    doi={10.11908/j.issn.0253-374x.2017.08.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032829827&doi=10.11908%2fj.issn.0253-374x.2017.08.001&partnerID=40&md5=36b8f7503bba6c04d74d98a2fbf4281d},
    affiliation={College of Civil Engineering, Tongji University, Shanghai, 200092, China; College of Civil Engineering, Southeast University, Nanjing, 210096, China},
    }
  • [DOI] N. Stathas, S. Skafida, S. N. Bousias, M. N. Fardis, S. Digenis, and X. Palios, “Hybrid simulation of bridge pier uplifting,” Bulletin of earthquake engineering, vol. 15, iss. 8, pp. 3385-3398, 2017.
    [Bibtex]
    @ARTICLE{Stathas20173385,
    author={Stathas, N. and Skafida, S. and Bousias, S.N. and Fardis, M.N. and Digenis, S. and Palios, X.},
    title={Hybrid simulation of bridge pier uplifting},
    journal={Bulletin of Earthquake Engineering},
    year={2017},
    volume={15},
    number={8},
    pages={3385-3398},
    doi={10.1007/s10518-015-9822-2},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84944626177&doi=10.1007%2fs10518-015-9822-2&partnerID=40&md5=044721298f3e151e207533ca9c9a8b5b},
    affiliation={Structures Lab, Civil Engineering Department, University of Patras, Patras, Greece},
    }
  • [DOI] Z. Chen, W. Kong, H. Wang, and K. Wang, “Substructure testing system based on mixed programming of matlab and opensees,” Tongji daxue xuebao/journal of tongji university, vol. 45, iss. 7, p. 954-961 and 977, 2017.
    [Bibtex]
    @ARTICLE{Chen2017,
    author={Chen, Z. and Kong, W. and Wang, H. and Wang, K.},
    title={Substructure Testing System Based on Mixed Programming of Matlab and OpenSEES},
    journal={Tongji Daxue Xuebao/Journal of Tongji University},
    year={2017},
    volume={45},
    number={7},
    pages={954-961 and 977},
    doi={10.11908/j.issn.0253-374x.2017.07.003},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032369839&doi=10.11908%2fj.issn.0253-374x.2017.07.003&partnerID=40&md5=8074573ca898a4e98aee54ce9ef8f7cf},
    affiliation={Department of Civil Engineering, Harbin Institute of Technology at Weihai, Weihai, 264200, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China; College of Civil Science and Engineering, Yangzhou University, Yangzhou, 225127, China},
    }
  • [DOI] R. Mo, H. Kang, M. Li, and X. Zhao, “Seismic fragility analysis of monopile offshore wind turbines under different operational conditions,” Energies, vol. 10, iss. 7, 2017.
    [Bibtex]
    @ARTICLE{Mo2017,
    author={Mo, R. and Kang, H. and Li, M. and Zhao, X.},
    title={Seismic fragility analysis of monopile offshore wind turbines under different operational conditions},
    journal={Energies},
    year={2017},
    volume={10},
    number={7},
    doi={10.3390/en10071037},
    art_number={1037},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044327803&doi=10.3390%2fen10071037&partnerID=40&md5=d7d47431f6ed54666f1e0945de228ab6},
    affiliation={State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, 116024, China; Engineering, Faculty of Business, Justice and Behavioural Sciences, Charles Sturt University, Panorama Avenue, Bathurst, NSW 2795, Australia},
    }
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    [Bibtex]
    @ARTICLE{Liang2017487,
    author={Liang, F. and Chen, H. and Huang, M.},
    title={Accuracy of three-dimensional seismic ground response analysis in time domain using nonlinear numerical simulations},
    journal={Earthquake Engineering and Engineering Vibration},
    year={2017},
    volume={16},
    number={3},
    pages={487-498},
    doi={10.1007/s11803-017-0401-1},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021887856&doi=10.1007%2fs11803-017-0401-1&partnerID=40&md5=92e0d6333a41b6542b17e8711bbeed90},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, International Joint Research Laboratory of Earthquake Engineering, Tongji University, Shanghai, 200092, China},
    }
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    [Bibtex]
    @ARTICLE{Mohyeddin2017666,
    author={Mohyeddin, A. and Dorji, S. and Gad, E.F. and Goldsworthy, H.M.},
    title={Inherent limitations and alternative to conventional equivalent strut models for masonry infill-frames},
    journal={Engineering Structures},
    year={2017},
    volume={141},
    pages={666-675},
    doi={10.1016/j.engstruct.2017.03.061},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85017154708&doi=10.1016%2fj.engstruct.2017.03.061&partnerID=40&md5=6762e630b5d9c1bf4058fef7bb0af67f},
    affiliation={School of Engineering, Edith Cowan University, Joondalup, WA 6027, Australia; School of Engineering, Swinburne University of Technology, HawthornVIC 3122, Australia; Dept. of Infrastructure Engineering, The University of Melbourne, ParkvilleVIC 3010, Australia},
    }
  • [DOI] S. Wang, J. -W. Lai, M. J. Schoettler, and S. A. Mahin, “Seismic assessment of existing tall buildings: a case study of a 35-story steel building with pre-northridge connection,” Engineering structures, vol. 141, pp. 624-633, 2017.
    [Bibtex]
    @ARTICLE{Wang2017624,
    author={Wang, S. and Lai, J.-W. and Schoettler, M.J. and Mahin, S.A.},
    title={Seismic assessment of existing tall buildings: A case study of a 35-story steel building with pre-Northridge connection},
    journal={Engineering Structures},
    year={2017},
    volume={141},
    pages={624-633},
    doi={10.1016/j.engstruct.2017.03.047},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85016585172&doi=10.1016%2fj.engstruct.2017.03.047&partnerID=40&md5=82e0ae73283eafc6b7cf4d0b384e56d6},
    affiliation={Department of Civil and Environmental Engineering, University of California, BerkeleyCA 94720, United States; Pacific Earthquake Engineering Research Center, University of California, Berkeley, 1301 S. 46th street, Richmond, CA 94804, United States; Degenkolb Engineers, 1300 Clay Street, Suite 900, Oakland, CA 94612, United States},
    }
  • [DOI] Y. Wang, G. -Y. Gao, X. -Q. Gu, and J. Song, “A numerical study of the influence of permeability coefficient on the liquefaction-induced settlement of sands,” Yantu lixue/rock and soil mechanics, vol. 38, iss. 6, p. 1813-1818 and 1826, 2017.
    [Bibtex]
    @ARTICLE{Wang2017,
    author={Wang, Y. and Gao, G.-Y. and Gu, X.-Q. and Song, J.},
    title={A numerical study of the influence of permeability coefficient on the liquefaction-induced settlement of sands},
    journal={Yantu Lixue/Rock and Soil Mechanics},
    year={2017},
    volume={38},
    number={6},
    pages={1813-1818 and 1826},
    doi={10.16285/j.rsm.2017.06.032},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032872214&doi=10.16285%2fj.rsm.2017.06.032&partnerID=40&md5=216c9c82443eeff40d3e9039cd374da0},
    affiliation={Department of Geotechnical Engineering, Tongji University, Shanghai, 200092, China; Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai, 200092, China; Geotechnical Institute for College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu 210098, China},
    }
  • [DOI] S. Zhu, P. -Z. Zhang, Q. Gu, and J. -P. Ou, “Numerical analysis of bond-slip behavior in rc beams based on opensees,” Gongcheng lixue/engineering mechanics, vol. 34, pp. 263-268, 2017.
    [Bibtex]
    @ARTICLE{Zhu2017263,
    author={Zhu, S. and Zhang, P.-Z. and Gu, Q. and Ou, J.-P.},
    title={Numerical analysis of bond-slip behavior in RC beams based on OpenSees},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    pages={263-268},
    doi={10.6052/j.issn.1000-4750.2016.04.S052},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85024829605&doi=10.6052%2fj.issn.1000-4750.2016.04.S052&partnerID=40&md5=c92c110df3cff0e7679e779b1958548e},
    affiliation={Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China; School of Architecture and Civil Engineering, Xiamen University, Xiamen, Fujian 361005, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang 150090, China},
    }
  • [DOI] L. -X. Zhang, X. -H. Long, J. Fan, and B. -L. Chen, “Seismic performance analysis of isolated continuous girder bridge considering pounding,” Gongcheng lixue/engineering mechanics, vol. 34, pp. 99-104, 2017.
    [Bibtex]
    @ARTICLE{Zhang201799,
    author={Zhang, L.-X. and Long, X.-H. and Fan, J. and Chen, B.-L.},
    title={Seismic performance analysis of isolated continuous girder bridge considering pounding},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    pages={99-104},
    doi={10.6052/j.issn.1000-4750.2016.03.S013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85024923186&doi=10.6052%2fj.issn.1000-4750.2016.03.S013&partnerID=40&md5=884aec71f4ab7a732733e24e668acfe3},
    affiliation={School of Civil Engineering and Mechanic, Huazhong University of Science and Technology, Wuhan, Hubei 430074, China; Hubei Key Laboratory of Control Structure, Huazhong University of Science and Technology, Wuhan, Hubei 430074, China},
    }
  • [DOI] L. Junlong, D. Jinghui, and L. Jinlong, “Influence of soil-pile-superstructure interaction on vibration control of cable-stayed bridge,” Journal of natural disasters, vol. 26, iss. 3, pp. 100-105, 2017.
    [Bibtex]
    @ARTICLE{Junlong2017100,
    author={Junlong, L. and Jinghui, D. and Jinlong, L.},
    title={Influence of soil-pile-superstructure interaction on vibration control of cable-stayed bridge},
    journal={Journal of Natural Disasters},
    year={2017},
    volume={26},
    number={3},
    pages={100-105},
    doi={10.13577/j.jnd.2017.0312},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85033213348&doi=10.13577%2fj.jnd.2017.0312&partnerID=40&md5=adbbee0b5d81553015cf42121941f9da},
    affiliation={Heilongjiang Construction Engineering Group Co. Ltd, Harbin, 150046, China; School of Energy and Civil Engineering, Harbin University of Commerce, Harbin, 150028, China; Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, 150080, China},
    }
  • [DOI] Z. -J. Yang, G. -C. Li, and Q. Wang, “Nonlinear bending behavior of prestressed high strength concrete pile under axial and lateral loading,” Gongcheng lixue/engineering mechanics, vol. 34, pp. 185-191, 2017.
    [Bibtex]
    @ARTICLE{Yang2017185,
    author={Yang, Z.-J. and Li, G.-C. and Wang, Q.},
    title={Nonlinear bending behavior of prestressed high strength concrete pile under axial and lateral loading},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    pages={185-191},
    doi={10.6052/j.issn.1000-4750.2016.04.S035},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85024857410&doi=10.6052%2fj.issn.1000-4750.2016.04.S035&partnerID=40&md5=c336369d270248b6f68761ef02f596c0},
    affiliation={School of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, China; China Construction Third Engineering Bureau Co., Ltd., Shenyang, 110000, China},
    }
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    [Bibtex]
    @ARTICLE{Bosco2017241,
    author={Bosco, M. and Tirca, L.},
    title={Numerical simulation of steel I-shaped beams using a fiber-based damage accumulation model},
    journal={Journal of Constructional Steel Research},
    year={2017},
    volume={133},
    pages={241-255},
    doi={10.1016/j.jcsr.2017.02.020},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85013819306&doi=10.1016%2fj.jcsr.2017.02.020&partnerID=40&md5=0f58c0fb051999737522f11bc850e280},
    affiliation={Department of Building, Civil and Environmental Engineering, Concordia University Montreal, 1455 De Maisonneuve Blvd. West, Montreal, H3G1M8, Canada},
    }
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    [Bibtex]
    @ARTICLE{Zhang201738,
    author={Zhang, P.-Z. and Sun, B.-Y. and Gu, Q. and Ou, J.-P.},
    title={Refined aseismic analysis of low-ductility RC frame building based on numerical substructure method},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    pages={38-48},
    doi={10.6052/j.issn.1000-4750.2016.04.S018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85024842551&doi=10.6052%2fj.issn.1000-4750.2016.04.S018&partnerID=40&md5=291f8046f5d7268d71ceba4079e320f2},
    affiliation={Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China; School of Architecture and Civil Engineering, Xiamen University, Xiamen, Fujian 361005, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang 150090, China},
    }
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    [Bibtex]
    @ARTICLE{Lu2017109,
    author={Lu, J.-Z. and Zhang, Y.-T. and Guo, Z.-M. and Wang, X.-W.},
    title={Seismic fragility analysis of multi-storey pc frame structures using incremental dynamic analysis},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    number={6},
    pages={109-119},
    doi={10.6052/j.issn.1000-4750.2015.12.0996},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85024907000&doi=10.6052%2fj.issn.1000-4750.2015.12.0996&partnerID=40&md5=92cbd8b6bdb330324c20596f32217d53},
    affiliation={Huazhong University of Science and Technology, School of Civil Engineering and Mechanics, Wuhan, Hubei 430074, China},
    }
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    [Bibtex]
    @ARTICLE{Mohammadi2017515,
    author={Mohammadi, R.K. and Nasri, A. and Ghaffary, A.},
    title={TADAS dampers in very large deformations},
    journal={International Journal of Steel Structures},
    year={2017},
    volume={17},
    number={2},
    pages={515-524},
    doi={10.1007/s13296-017-6011-y},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021256630&doi=10.1007%2fs13296-017-6011-y&partnerID=40&md5=309464c0732aa4dfb5b50376545e1d9c},
    affiliation={Civil Engineering Department, K.N.Toosi University of Technology, Tehran, Iran},
    }
  • [DOI] J. -H. Zhang, Z. -G. Guan, Y. Chen, W. Wang, and P. -F. Wang, “Seismic response analysis of regular continuous girder bridges with upliftable pile foundation,” Gongcheng lixue/engineering mechanics, vol. 34, iss. 6, pp. 190-197, 2017.
    [Bibtex]
    @ARTICLE{Zhang2017190,
    author={Zhang, J.-H. and Guan, Z.-G. and Chen, Y. and Wang, W. and Wang, P.-F.},
    title={Seismic response analysis of regular continuous girder bridges with upliftable pile foundation},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    number={6},
    pages={190-197},
    doi={10.6052/j.issn.1000-4750.2016.07.0526},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85024851485&doi=10.6052%2fj.issn.1000-4750.2016.07.0526&partnerID=40&md5=fcb7f3a7834230accd72426facaccb39},
    affiliation={School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai, 200093, China; State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • [DOI] M. Shin and B. Kim, “Effects of frequency contents of aftershock ground motions on reinforced concrete (rc) bridge columns,” Soil dynamics and earthquake engineering, vol. 97, pp. 48-59, 2017.
    [Bibtex]
    @ARTICLE{Shin201748,
    author={Shin, M. and Kim, B.},
    title={Effects of frequency contents of aftershock ground motions on reinforced concrete (RC) bridge columns},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2017},
    volume={97},
    pages={48-59},
    doi={10.1016/j.soildyn.2017.02.012},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85014733746&doi=10.1016%2fj.soildyn.2017.02.012&partnerID=40&md5=beeaf880e062e8eae6489fd72df44905},
    affiliation={Department of Civil and Environmental Engineering, Western New England University, 1215 Wilbraham Rd., Springfield, MA 01119, United States; School of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology, 50 UNIST-gil, Eonyang-eup, Ulju-gun, Ulsan 44919, South Korea},
    }
  • [DOI] Y. -J. Li, D. -G. Lü, and Z. -Y. Wang, “The overstrength factor of rc frames with infilled walls based on adaptive poa and ida,” Gongcheng lixue/engineering mechanics, vol. 34, pp. 197-201, 2017.
    [Bibtex]
    @ARTICLE{Li2017197,
    author={Li, Y.-J. and Lü, D.-G. and Wang, Z.-Y.},
    title={The overstrength factor of RC frames with infilled walls based on adaptive POA and IDA},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    pages={197-201},
    doi={10.6052/j.issn.1000-4750.2016.03.S038},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85024919544&doi=10.6052%2fj.issn.1000-4750.2016.03.S038&partnerID=40&md5=72b0d20db81c732ad3011adb525e755f},
    affiliation={School of Civil Engineering and Architecture, University of Jinan, Ji'nan, 250022, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China},
    }
  • [DOI] Y. Feng, J. Wu, C. Wang, and S. Meng, “Evaluating the effect of buckling-restrained brace model on seismic structural responses,” Journal of earthquake and tsunami, vol. 11, iss. 2, 2017.
    [Bibtex]
    @ARTICLE{Feng2017,
    author={Feng, Y. and Wu, J. and Wang, C. and Meng, S.},
    title={Evaluating the Effect of Buckling-Restrained Brace Model on Seismic Structural Responses},
    journal={Journal of Earthquake and Tsunami},
    year={2017},
    volume={11},
    number={2},
    doi={10.1142/S1793431117500026},
    art_number={1750002},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84973659192&doi=10.1142%2fS1793431117500026&partnerID=40&md5=6cacbba85f552b42bea7f52b5e28cce3},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete, Structures of the Ministry of Education, Southeast University, Sipailou 2#, Nanjing, 210096, China},
    }
  • L. Li, H. Wang, W. Wu, and S. Hu, “Influence of abutment-soil-structure interaction on seismic performance of reinforced concrete continuous girder bridge,” World information on earthquake engineering, vol. 33, iss. 2, pp. 71-79, 2017.
    [Bibtex]
    @ARTICLE{Li201771,
    author={Li, L. and Wang, H. and Wu, W. and Hu, S.},
    title={Influence of abutment-soil-structure interaction on seismic performance of reinforced concrete continuous girder bridge},
    journal={World Information on Earthquake Engineering},
    year={2017},
    volume={33},
    number={2},
    pages={71-79},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85026647315&partnerID=40&md5=90a3cb176780abaa50eb6766f9f1c4d8},
    affiliation={College of Civil Engineering, Hunan University, Changsha, 410082, China},
    }
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    [Bibtex]
    @ARTICLE{AttariDezfuli2017485,
    author={Attari Dezfuli, M. and Dolatshahi, K.M. and Mofid, M. and Sadeghi Eshkevari, S.},
    title={Coreless self-centering braces as retrofitting devices in steel structures},
    journal={Journal of Constructional Steel Research},
    year={2017},
    volume={133},
    pages={485-498},
    doi={10.1016/j.jcsr.2017.02.017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85015053592&doi=10.1016%2fj.jcsr.2017.02.017&partnerID=40&md5=ce52426887a7ad7a9d4636c3a58045be},
    affiliation={Department of Civil Engineering, Sharif University of Technology, Iran},
    }
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    [Bibtex]
    @CONFERENCE{Alhamaydeh2017,
    author={Alhamaydeh, M. and Elayyan, L.},
    title={Impact of diverse seismic hazard estimates on design and performance of Steel Plate Shear Walls buildings in Dubai, UAE},
    journal={2017 7th International Conference on Modeling, Simulation, and Applied Optimization, ICMSAO 2017},
    year={2017},
    doi={10.1109/ICMSAO.2017.7934869},
    art_number={7934869},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021433541&doi=10.1109%2fICMSAO.2017.7934869&partnerID=40&md5=bfc679407e6fd10174312e4879d258d1},
    affiliation={Department of Civil Engineering, American University of Sharjah, Sharjah, United Arab Emirates},
    }
  • [DOI] J. -Z. Li, H. Tang, and Z. -G. Guan, “Shake table test and numerical analysis of a bridge model supported on elastomeric pad bearings,” Journal of earthquake engineering, vol. 21, iss. 4, pp. 604-634, 2017.
    [Bibtex]
    @ARTICLE{Li2017604,
    author={Li, J.-Z. and Tang, H. and Guan, Z.-G.},
    title={Shake Table Test and Numerical Analysis of a Bridge Model Supported on Elastomeric Pad Bearings},
    journal={Journal of Earthquake Engineering},
    year={2017},
    volume={21},
    number={4},
    pages={604-634},
    doi={10.1080/13632469.2016.1174751},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84976548704&doi=10.1080%2f13632469.2016.1174751&partnerID=40&md5=5416c6a28b7202db8718caf78e2fc7c7},
    affiliation={State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China; Shanghai Municipal Engineering Design Institute, Shanghai, China},
    }
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    @ARTICLE{Ren2017125,
    author={Ren, L. and Fang, Z. and Wang, K. and Yang, W.},
    title={Study on Plastic Hinge Length of RPC Box Pier Column},
    journal={Tiedao Xuebao/Journal of the China Railway Society},
    year={2017},
    volume={39},
    number={5},
    pages={125-132},
    doi={10.3969/j.issn.1001-8360.2017.05.019},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85022017438&doi=10.3969%2fj.issn.1001-8360.2017.05.019&partnerID=40&md5=f0c1c456f799d05c9666e49ecf0426b7},
    affiliation={College of Civil Engineering and Construction, East China Jiaotong University, Nanchang, 330013, China; College of Civil Engineering, Hunan University, Changsha, 410082, China; Shanggao Management Center, Jiangxi Expressway Investment Group Co., Ltd., Yichun, 443000, China},
    }
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    @ARTICLE{Ranjbaran2017489,
    author={Ranjbaran, F. and Kiyani, A.R.},
    title={Seismic vulnerability assessment of confined masonry buildings based on ESDOF},
    journal={Earthquake and Structures},
    year={2017},
    volume={12},
    number={5},
    pages={489-499},
    doi={10.12989/eas.2017.12.5.489},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020171619&doi=10.12989%2feas.2017.12.5.489&partnerID=40&md5=5a47c3afdd150f19e3b917b273ef2a68},
    affiliation={Civil Engineering Department, Islamshahr Branch of the Islamic Azad University (IAU), Islamshahr, Tehran, Iran},
    }
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    @ARTICLE{Yang2017397,
    author={Yang, Y.-S. and Wang, W. and Lin, J.-Z.},
    title={Direct-Iterative Hybrid Solution in Nonlinear Dynamic Structural Analysis},
    journal={Computer-Aided Civil and Infrastructure Engineering},
    year={2017},
    volume={32},
    number={5},
    pages={397-411},
    doi={10.1111/mice.12259},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85016464924&doi=10.1111%2fmice.12259&partnerID=40&md5=67bba0e4fbdee968abe99ca449537a28},
    affiliation={Department of Civil Engineering, National Taipei University of Technology, Taipei, Taiwan; Institute of Applied Mathematical Sciences and Department of Mathematics, National Taiwan University, Taipei, Taiwan; Department of Civil Engineering, National Taipei University of Technology, Taipei, Taiwan},
    }
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    @ARTICLE{Zhao2017133,
    author={Zhao, W. and Yang, H. and Fu, J. and Li, B.},
    title={Calibration of beam-column joint element model and comparison of loading methods of beam-column subassemblages},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    number={5},
    pages={133-142},
    doi={10.14006/j.jzjgxb.2017.05.017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85025091306&doi=10.14006%2fj.jzjgxb.2017.05.017&partnerID=40&md5=8e4e025b2b8bf2596c402e4a6509f346},
    affiliation={College of Civil Engineering, Chongqing University, Chongqing, 400045, China; Key Laboratory of New Technology for Construction of Cities in Mountain Area(Chongqing University), Ministry of Education, Chongqing, 400030, China; Shenzhen Capol International Engineering Design Associates Co., Ltd, Shenzhen, 518038, China},
    }
  • J. -S. Du, J. -X. Feng, X. -L. Bian, P. -L. Wu, Q. Xu, and J. -Y. Song, “Research on plastic hinge length of externally prestressed concrete box girders with corrugated steel webs,” Zhongguo gonglu xuebao/china journal of highway and transport, vol. 30, iss. 5, pp. 67-73, 2017.
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    @ARTICLE{Du201767,
    author={Du, J.-S. and Feng, J.-X. and Bian, X.-L. and Wu, P.-L. and Xu, Q. and Song, J.-Y.},
    title={Research on Plastic Hinge Length of Externally Prestressed Concrete Box Girders with Corrugated Steel Webs},
    journal={Zhongguo Gonglu Xuebao/China Journal of Highway and Transport},
    year={2017},
    volume={30},
    number={5},
    pages={67-73},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028894044&partnerID=40&md5=4c6377cbd8a215baff44f5be00d63cfa},
    affiliation={School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China; School of Civil Engineering, Vilnius Gediminas Technical University, Vilnius, LT-10223, Lithuania; Research Institute of Highway Ministry of Transport, Beijing, 100088, China},
    }
  • [DOI] J. Guo, J. Zhong, W. Yuan, and B. Xu, “Seismic fragility analysis of a continuous bridge considering the performance of abutments,” Harbin gongcheng daxue xuebao/journal of harbin engineering university, vol. 38, iss. 4, pp. 532-537, 2017.
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    @ARTICLE{Guo2017532,
    author={Guo, J. and Zhong, J. and Yuan, W. and Xu, B.},
    title={Seismic fragility analysis of a continuous bridge considering the performance of abutments},
    journal={Harbin Gongcheng Daxue Xuebao/Journal of Harbin Engineering University},
    year={2017},
    volume={38},
    number={4},
    pages={532-537},
    doi={10.11990/jheu.201603069},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021287279&doi=10.11990%2fjheu.201603069&partnerID=40&md5=3fb2965b014836adf7ebfa3d019dd233},
    affiliation={State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China; Nanjing Tongjie Bridge Engineering Technology Co., LTD, Nanjing, 211200, China; Communications Design Research Institute Co., Ltd. of Jiangxi Province, Nanchang, 330002, China},
    }
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    @ARTICLE{Murray2017733,
    author={Murray, J.A. and Sasani, M.},
    title={Seismic hybrid simulation of a nonductile RC building with severe damage to multiple columns},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2017},
    volume={46},
    number={5},
    pages={733-752},
    doi={10.1002/eqe.2828},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84998812256&doi=10.1002%2feqe.2828&partnerID=40&md5=d0ff469e24903dd0bf5fb089aab2b0b7},
    affiliation={Department of Civil and Environmental Engineering, Northeastern University, Boston, MA, United States},
    }
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    @CONFERENCE{Wu2017,
    author={Wu, J. and Zhang, J. and Yin, W. and Jin, R.},
    title={Numerical simulation of the low-cyclic loading of new-type assembled integral beam-column joints},
    journal={IOP Conference Series: Earth and Environmental Science},
    year={2017},
    volume={61},
    number={1},
    doi={10.1088/1755-1315/61/1/012131},
    art_number={012131},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019713243&doi=10.1088%2f1755-1315%2f61%2f1%2f012131&partnerID=40&md5=2b4f4727081e52e6e749c3ec95cc8be6},
    affiliation={School of Civil Engineering, Southeast University, Nanjing, 210096, China; School of Civil and Ocean Engineering, Huaihai Institute of Technology, Lianyungang, 222005, China; MCC17 Group Co. Ltd., Maanshan, 243000, China},
    }
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    [Bibtex]
    @CONFERENCE{Su2017,
    author={Su, J. and Hu, Q. and Liu, J.},
    title={Nonlinear finite element analysis of PVA fiber reinforced high strength concrete columns under low cyclic loading},
    journal={IOP Conference Series: Earth and Environmental Science},
    year={2017},
    volume={61},
    number={1},
    doi={10.1088/1755-1315/61/1/012096},
    art_number={012096},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019707795&doi=10.1088%2f1755-1315%2f61%2f1%2f012096&partnerID=40&md5=270d36aae432d56f3f711e692aa92f92},
    affiliation={School of Civil Engineering and Environment, Hubei University of Technology, Wuhan, 430068, China},
    }
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    @ARTICLE{Ji2017517,
    author={Ji, X. and Liu, D. and Sun, Y. and Molina Hutt, C.},
    title={Seismic performance assessment of a hybrid coupled wall system with replaceable steel coupling beams versus traditional RC coupling beams},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2017},
    volume={46},
    number={4},
    pages={517-535},
    doi={10.1002/eqe.2801},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84984684825&doi=10.1002%2feqe.2801&partnerID=40&md5=a397ae483468589e4fcf92ac8557930a},
    affiliation={Department of Civil Engineering, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua University, Beijing, 100084, China; China Architecture Design and Research Group, Beijing, 100044, China; Civil, Environmental and Geomatic Engineering, University College London (UCL), London, WC1E6BT, United Kingdom},
    }
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    @ARTICLE{Luo2017,
    author={Luo, H. and Du, K. and Sun, J.-J. and Ding, B.-R.},
    title={Nonlinear analysis model and numerical simulation of coupled wall systems},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    number={4},
    pages={140-149 and 159},
    doi={10.6052/j.issn.1000-4750.2015.10.0843},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020166160&doi=10.6052%2fj.issn.1000-4750.2015.10.0843&partnerID=40&md5=9428dd8e1662e7f571bbd6e43c8fc8c9},
    affiliation={Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, Heilongjiang 150080, China},
    }
  • S. Zheng, L. Zhu, L. Niu, J. Zheng, and M. Cheng, “Experiment and restoring force model research on seismic behavior of brick walls affected by acid rain corrosion,” Tumu gongcheng xuebao/china civil engineering journal, vol. 50, iss. 4, pp. 21-31, 2017.
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    @ARTICLE{Zheng201721,
    author={Zheng, S. and Zhu, L. and Niu, L. and Zheng, J. and Cheng, M.},
    title={Experiment and restoring force model research on seismic behavior of brick walls affected by acid rain corrosion},
    journal={Tumu Gongcheng Xuebao/China Civil Engineering Journal},
    year={2017},
    volume={50},
    number={4},
    pages={21-31},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028730325&partnerID=40&md5=538f50f78ee59292729ef4d71ad1cd37},
    affiliation={Xi'an University of Architecture and Technology, Xi'an, 710055, China},
    }
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    @ARTICLE{Liang2017481,
    author={Liang, F. and Chen, H. and Huang, M.},
    title={Nonlinear Three-Dimensional Seismic Ground Response Analysis in Bidirectional Horizontal Earthquake},
    journal={Tongji Daxue Xuebao/Journal of Tongji University},
    year={2017},
    volume={45},
    number={4},
    pages={481-487},
    doi={10.11908/j.issn.0253-374x.2017.04.004},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020933771&doi=10.11908%2fj.issn.0253-374x.2017.04.004&partnerID=40&md5=848ddcca2c2988db703ea181302ebf66},
    affiliation={Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Shanghai, 200092, China; College of Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
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    @ARTICLE{Cai201735,
    author={Cai, X. and Jia, H. and Gong, M. and Tian, S.},
    title={Seismic hybrid simulation of steel reinforced concrete frame with specially-shaped columns based on single column substructure model},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    number={4},
    pages={35-44},
    doi={10.14006/j.jzjgxb.2017.04.005},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021717586&doi=10.14006%2fj.jzjgxb.2017.04.005&partnerID=40&md5=7622e6367294391d31e445896d897262},
    affiliation={School of Civil Engineering, Suzhou University of Science and Technology, Suzhou, 215011, China; Jiangsu Province Key Laboratory of Structure Engineering, Suzhou University of Science and Technology, Suzhou, 215011, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China},
    }
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    @ARTICLE{Yu201728,
    author={Yu, X. and Qian, K. and Lü, D.},
    title={Progressive collapse capacity analysis of reinforced concrete frame structures considering catenary action},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    number={4},
    pages={28-34},
    doi={10.14006/j.jzjgxb.2017.04.004},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021737067&doi=10.14006%2fj.jzjgxb.2017.04.004&partnerID=40&md5=d27f6801f95da9c2724813b4b29f8933},
    affiliation={Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education, Harbin Institute of Technology, Harbin, 150090, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China; College of Civil Engineering and Architecture, Guangxi University, Nanning, 530004, China},
    }
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    @ARTICLE{Li2017392,
    author={Li, Y. and Huang, S. and Lin, C. and Gu, Q. and Qiu, Z.},
    title={Response sensitivity analysis for plastic plane problems based on direct differentiation method},
    journal={Computers and Structures},
    year={2017},
    volume={182},
    pages={392-403},
    doi={10.1016/j.compstruc.2016.12.010},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85008937630&doi=10.1016%2fj.compstruc.2016.12.010&partnerID=40&md5=52a7aefa5b0684625c76f01618b7efb6},
    affiliation={Department of Civil and Environmental Engineering, University of Alberta, Edmonton, T6G 1H9, Canada; School of Aerospace Engineering, Xiamen University, Xiamen, 361005, China; School of Architecture and Civil Engineering, Xiamen University361005, China; Department of Structural Engineering, University of California, San Diego, La Jolla, CA 92037, United States},
    }
  • [DOI] A. Tsiavos, K. R. Mackie, M. F. Vassiliou, and B. Stojadinović, “Dynamics of inelastic base-isolated structures subjected to recorded ground motions,” Bulletin of earthquake engineering, vol. 15, iss. 4, pp. 1807-1830, 2017.
    [Bibtex]
    @ARTICLE{Tsiavos20171807,
    author={Tsiavos, A. and Mackie, K.R. and Vassiliou, M.F. and Stojadinović, B.},
    title={Dynamics of inelastic base-isolated structures subjected to recorded ground motions},
    journal={Bulletin of Earthquake Engineering},
    year={2017},
    volume={15},
    number={4},
    pages={1807-1830},
    doi={10.1007/s10518-016-0022-5},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84991769672&doi=10.1007%2fs10518-016-0022-5&partnerID=40&md5=a520269f7e680a67013116befa559c70},
    affiliation={Institute of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zürich, Zurich, 8093, Switzerland; Civil Environmental and Construction Engineering Department, University of Central Florida, Orlando, FL 32816, United States},
    }
  • [DOI] B. Wang, H. Jiang, and X. Lu, “Seismic performance of steel plate reinforced concrete shear wall and its application in china mainland,” Journal of constructional steel research, vol. 131, pp. 132-143, 2017.
    [Bibtex]
    @ARTICLE{Wang2017132,
    author={Wang, B. and Jiang, H. and Lu, X.},
    title={Seismic performance of steel plate reinforced concrete shear wall and its application in China Mainland},
    journal={Journal of Constructional Steel Research},
    year={2017},
    volume={131},
    pages={132-143},
    doi={10.1016/j.jcsr.2017.01.003},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85008627055&doi=10.1016%2fj.jcsr.2017.01.003&partnerID=40&md5=4dd74a0f88ae153d8a47f3ec83db8087},
    affiliation={State Key laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China; Research Institute of Structural Engineering and Disaster Reduction, College of Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • [DOI] M. Gordini, M. R. Habibi, M. R. Sheidaii, and M. Tahamouliroudsari, “Reliability analysis of double-layer domes with stochastic geometric imperfections,” Advances in computational design, vol. 2, iss. 2, pp. 133-146, 2017.
    [Bibtex]
    @ARTICLE{Gordini2017133,
    author={Gordini, M. and Habibi, M.R. and Sheidaii, M.R. and Tahamouliroudsari, M.},
    title={Reliability analysis of double-layer domes with stochastic geometric imperfections},
    journal={Advances in Computational Design},
    year={2017},
    volume={2},
    number={2},
    pages={133-146},
    doi={10.12989/acd.2017.2.2.133},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058015686&doi=10.12989%2facd.2017.2.2.133&partnerID=40&md5=4312d75cba77b3b743c5bc0630e2a4ca},
    affiliation={Department of Civil Engineering, Kermanshah Branch, Islamic Azad University, Kermanshah, Iran; Department of Civil Engineering, College of Engineering, Urmia University, Urmia, Iran},
    }
  • [DOI] S. Gong and Y. Zhou, “Experimental study and numerical simulation on a new type of viscoelastic damper with strong nonlinear characteristics,” Structural control and health monitoring, vol. 24, iss. 4, 2017.
    [Bibtex]
    @ARTICLE{Gong2017,
    author={Gong, S. and Zhou, Y.},
    title={Experimental study and numerical simulation on a new type of viscoelastic damper with strong nonlinear characteristics},
    journal={Structural Control and Health Monitoring},
    year={2017},
    volume={24},
    number={4},
    doi={10.1002/stc.1897},
    art_number={e1897},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84977659471&doi=10.1002%2fstc.1897&partnerID=40&md5=f806e290703193ea79c51d9af842b17f},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • [DOI] Y. Guo and Q. Huang, “Boundary condition simulation method of substructure pseudo-dynamic test,” Hunan daxue xuebao/journal of hunan university natural sciences, vol. 44, iss. 3, pp. 68-75, 2017.
    [Bibtex]
    @ARTICLE{Guo201768,
    author={Guo, Y. and Huang, Q.},
    title={Boundary Condition Simulation Method of Substructure Pseudo-dynamic Test},
    journal={Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences},
    year={2017},
    volume={44},
    number={3},
    pages={68-75},
    doi={10.16339/j.cnki.hdxbzkb.2017.03.009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021777491&doi=10.16339%2fj.cnki.hdxbzkb.2017.03.009&partnerID=40&md5=021eba4fa05ba94b536e9b2b88236a66},
    affiliation={College of Civil Engineering, Hunan University, Changsha, 410082, China; Key Laboratory of Building Safety and Energy Efficiency of Ministry of Education, Hunan University, Changsha, 410082, China},
    }
  • [DOI] Z. Guo, Y. Zhang, J. Fan, J. Lu, and M. Luo, “Damage model of rc members based on stiffness degradation and fiber-beam elements,” Hunan daxue xuebao/journal of hunan university natural sciences, vol. 44, iss. 3, pp. 76-87, 2017.
    [Bibtex]
    @ARTICLE{Guo201776,
    author={Guo, Z. and Zhang, Y. and Fan, J. and Lu, J. and Luo, M.},
    title={Damage Model of RC Members Based on Stiffness Degradation and Fiber-beam Elements},
    journal={Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences},
    year={2017},
    volume={44},
    number={3},
    pages={76-87},
    doi={10.16339/j.cnki.hdxbzkb.2017.03.010},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021720635&doi=10.16339%2fj.cnki.hdxbzkb.2017.03.010&partnerID=40&md5=3caee3d09bcccf265b2cc5ae574e3008},
    affiliation={School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan, 430074, China},
    }
  • [DOI] M. Guo and W. Ji, “Bending behavior of rpc-nc composite t-girder under static load,” Tianjin daxue xuebao (ziran kexue yu gongcheng jishu ban)/journal of tianjin university science and technology, vol. 50, iss. 3, pp. 233-244, 2017.
    [Bibtex]
    @ARTICLE{Guo2017233,
    author={Guo, M. and Ji, W.},
    title={Bending behavior of RPC-NC composite t-girder under static load},
    journal={Tianjin Daxue Xuebao (Ziran Kexue yu Gongcheng Jishu Ban)/Journal of Tianjin University Science and Technology},
    year={2017},
    volume={50},
    number={3},
    pages={233-244},
    doi={10.11784/tdxbz201610013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85017565440&doi=10.11784%2ftdxbz201610013&partnerID=40&md5=0dd64746c15610e8227c312cb88283f8},
    affiliation={School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China},
    }
  • [DOI] S. Sessa, R. Serpieri, and L. Rosati, “A continuum theory of through–the–thickness jacketed shells for the elasto-plastic analysis of confined composite structures: theory and numerical assessment,” Composites part b: engineering, vol. 113, pp. 225-242, 2017.
    [Bibtex]
    @ARTICLE{Sessa2017225,
    author={Sessa, S. and Serpieri, R. and Rosati, L.},
    title={A continuum theory of through–the–thickness jacketed shells for the elasto-plastic analysis of confined composite structures: Theory and numerical assessment},
    journal={Composites Part B: Engineering},
    year={2017},
    volume={113},
    pages={225-242},
    doi={10.1016/j.compositesb.2017.01.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85011706285&doi=10.1016%2fj.compositesb.2017.01.011&partnerID=40&md5=046574cdd9cbbffafaf07af6352cb485},
    affiliation={Department of Engineering, University of Sannio, Piazza Roma, 21, Benevento, 82100, Italy; Department of Structures for Engineering and Architecture, University of Naples Federico II, Via Claudio, 21, Napoli, 80124, Italy},
    }
  • D. Su, W. Yan, and S. Chen, “Two realization methods of hybrid simulation test based on general finite element software and their analyses,” World information on earthquake engineering, vol. 33, iss. 1, pp. 10-17, 2017.
    [Bibtex]
    @ARTICLE{Su201710,
    author={Su, D. and Yan, W. and Chen, S.},
    title={Two realization methods of hybrid simulation test based on general finite element software and their analyses},
    journal={World Information on Earthquake Engineering},
    year={2017},
    volume={33},
    number={1},
    pages={10-17},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019196713&partnerID=40&md5=a5dd88ac0f5ecaa289e3358470ded6e2},
    affiliation={Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China},
    }
  • [DOI] M. Gerami, A. H. Mashayekhi, and N. Siahpolo, “Computation of r factor for steel moment frames by using conventional and adaptive pushover methods,” Arabian journal for science and engineering, vol. 42, iss. 3, pp. 1025-1037, 2017.
    [Bibtex]
    @ARTICLE{Gerami20171025,
    author={Gerami, M. and Mashayekhi, A.H. and Siahpolo, N.},
    title={Computation of R Factor for Steel Moment Frames by Using Conventional and Adaptive Pushover Methods},
    journal={Arabian Journal for Science and Engineering},
    year={2017},
    volume={42},
    number={3},
    pages={1025-1037},
    doi={10.1007/s13369-016-2257-5},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85014682888&doi=10.1007%2fs13369-016-2257-5&partnerID=40&md5=01fe88e9a783c8ae8cb3302cec0252a0},
    affiliation={Earthquake Engineering Group, Faculty of Civil Engineering, Semnan University, Semnan, Iran; Department of Civil Engineering, Academic Center for Education, Culture and Research, Khuzestan Branch, Ahwaz, Iran},
    }
  • [DOI] H. Moniri, “Evaluation of seismic performance of reinforced concrete (rc) buildings under near-field earthquakes,” International journal of advanced structural engineering, vol. 9, iss. 1, pp. 13-25, 2017.
    [Bibtex]
    @ARTICLE{Moniri201713,
    author={Moniri, H.},
    title={Evaluation of seismic performance of reinforced concrete (RC) buildings under near-field earthquakes},
    journal={International Journal of Advanced Structural Engineering},
    year={2017},
    volume={9},
    number={1},
    pages={13-25},
    doi={10.1007/s40091-016-0145-6},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85014316905&doi=10.1007%2fs40091-016-0145-6&partnerID=40&md5=ebb01b758dc5a9d53fb55cd5330d1480},
    affiliation={Department of Civil Engineering, Eastern Mediterranean University, Famagusta, Cyprus},
    }
  • J. -K. Yan, S. -H. Li, and J. -W. Wang, “Study of rotation mechanism of decks of skewed multi-span simply-supported girder bridges under strong earthquake,” Bridge construction, vol. 47, iss. 1, pp. 29-34, 2017.
    [Bibtex]
    @ARTICLE{Yan201729,
    author={Yan, J.-K. and Li, S.-H. and Wang, J.-W.},
    title={Study of rotation mechanism of decks of skewed multi-span simply-supported girder bridges under strong earthquake},
    journal={Bridge Construction},
    year={2017},
    volume={47},
    number={1},
    pages={29-34},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85017535968&partnerID=40&md5=8af3975482e31dd49eca86cd17274022},
    affiliation={Institute of Health Diagnosis and Control of Large Structures, Shijiazhuang Tiedao University, Shijiazhuang, 050043, China; College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China; School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, 050043, China},
    }
  • [DOI] J. Wang, T. Wu, and J. Yan, “Parametrican alysis for seismic pounding responses of a skewed simply-supported girder bridge,” Zhendong yu chongji/journal of vibration and shock, vol. 36, iss. 3, p. 209-214 and 221, 2017.
    [Bibtex]
    @ARTICLE{Wang2017,
    author={Wang, J. and Wu, T. and Yan, J.},
    title={Parametrican alysis for seismic pounding responses of a skewed simply-supported girder bridge},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2017},
    volume={36},
    number={3},
    pages={209-214 and 221},
    doi={10.13465/j.cnki.jvs.2017.03.033},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018360573&doi=10.13465%2fj.cnki.jvs.2017.03.033&partnerID=40&md5=64bd10eed13ff40467abc7007c06d002},
    affiliation={Key Laboratory of Roads, Railway Engineering Safety Control of Ministry of Enucation, Shijiazhuang TieDao University, Shijiazhuang, 050043, China; Structural Health Monitoring and Control Institute, Shijiazhuang TieDao University, Shijiazhuang, 050043, China},
    }
  • [DOI] S. Qiao, X. Han, K. Zhou, and W. Li, “Conceptual configuration and seismic performance of high-rise steel braced frame,” Steel and composite structures, vol. 23, iss. 2, pp. 173-186, 2017.
    [Bibtex]
    @ARTICLE{Qiao2017173,
    author={Qiao, S. and Han, X. and Zhou, K. and Li, W.},
    title={Conceptual configuration and seismic performance of high-rise steel braced frame},
    journal={Steel and Composite Structures},
    year={2017},
    volume={23},
    number={2},
    pages={173-186},
    doi={10.12989/scs.2017.23.2.173},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85012100206&doi=10.12989%2fscs.2017.23.2.173&partnerID=40&md5=f291db98d2b50cabfb8cbed5f80e7899},
    affiliation={School of Civil Engineering and Transportation, South China University of Technology, Tianhe, Guangzhou, 510641, China; College of Civil Engineering, Huaqiao University, Jimei, Xiamen, 361021, China},
    }
  • [DOI] J. Fu, X. Chen, C. Zhang, J. Tang, and S. Zhao, “Calculation for ultimate flexural capacity of eccentrically tensioned src members with embeded i-shaped steel,” Jianzhu jiegou xuebao/journal of building structures, vol. 38, iss. 2, pp. 90-98, 2017.
    [Bibtex]
    @ARTICLE{Fu201790,
    author={Fu, J. and Chen, X. and Zhang, C. and Tang, J. and Zhao, S.},
    title={Calculation for ultimate flexural capacity of eccentrically tensioned SRC members with embeded I-shaped steel},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2017},
    volume={38},
    number={2},
    pages={90-98},
    doi={10.14006/j.jzjgxb.2017.02.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019883567&doi=10.14006%2fj.jzjgxb.2017.02.011&partnerID=40&md5=e5cde97268532986cfec02e8bea04047},
    affiliation={Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Ministry of Education, Chongqing, 400045, China; Sichuan Provincial Architectural Design and Research Institute, Chengdu, 610041, China},
    }
  • [DOI] Y. -T. Zhang, J. Zhang, and L. Yang, “Research on the effects of prestressing ratio on the seismic capacity of prestressed concrete frame structures,” Gongcheng lixue/engineering mechanics, vol. 34, iss. 2, pp. 129-136, 2017.
    [Bibtex]
    @ARTICLE{Zhang2017129,
    author={Zhang, Y.-T. and Zhang, J. and Yang, L.},
    title={Research on the effects of prestressing ratio on the seismic capacity of prestressed concrete frame structures},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    number={2},
    pages={129-136},
    doi={10.6052/j.issn.1000-4750.2015.07.0580},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85014392241&doi=10.6052%2fj.issn.1000-4750.2015.07.0580&partnerID=40&md5=aa0bde850aad1ba03bdf358682034857},
    affiliation={School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan, Hubei 430074, China},
    }
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    [Bibtex]
    @ARTICLE{Luu2017778,
    author={Luu, C.H. and Mo, Y.L. and Hsu, T.T.C.},
    title={Development of CSMM-based shell element for reinforced concrete structures},
    journal={Engineering Structures},
    year={2017},
    volume={132},
    pages={778-790},
    doi={10.1016/j.engstruct.2016.11.064},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85003875614&doi=10.1016%2fj.engstruct.2016.11.064&partnerID=40&md5=11ac66b7bc83730cbbae88044844c7ec},
    affiliation={Department of Civil and Environmental Engineering, University of Houston, 4800 Calhoun, Houston, 77204, United States},
    }
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    [Bibtex]
    @ARTICLE{Geng201745,
    author={Geng, L. and Tang, L. and Cong, S.Y. and Ling, X.Z. and Lu, J.},
    title={Three-dimensional analysis of geosynthetic-encased granular columns for liquefaction mitigation},
    journal={Geosynthetics International},
    year={2017},
    volume={24},
    number={1},
    pages={45-59},
    doi={10.1680/jgein.16.00014},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85011579402&doi=10.1680%2fjgein.16.00014&partnerID=40&md5=167956cf4598ae6e63c6e021f6722e58},
    affiliation={School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang, China; Department of Structural Engineering, University of California, San Diego, La Jolla, CA, United States},
    }
  • [DOI] Z. Ou and S. Chen, “A uniform calculation method of the skeleton curve of equal sectional concrete filled steel tube columns,” Chongqing daxue xuebao/journal of chongqing university, vol. 40, iss. 2, pp. 91-100, 2017.
    [Bibtex]
    @ARTICLE{Ou201791,
    author={Ou, Z. and Chen, S.},
    title={A uniform calculation method of the skeleton curve of equal sectional concrete filled steel tube columns},
    journal={Chongqing Daxue Xuebao/Journal of Chongqing University},
    year={2017},
    volume={40},
    number={2},
    pages={91-100},
    doi={10.11835/j.issn.1000-582X.2017.02.012},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018256667&doi=10.11835%2fj.issn.1000-582X.2017.02.012&partnerID=40&md5=bd4f6393625fb5cfde083a0a03b656f6},
    affiliation={College of Civil Engineering, Fujian University of Technology, Fuzhou, 350118, China},
    }
  • [DOI] W. Yuan, A. Guo, and H. Li, “Seismic failure mode of coastal bridge piers considering the effects of corrosion-induced damage,” Soil dynamics and earthquake engineering, vol. 93, pp. 135-146, 2017.
    [Bibtex]
    @ARTICLE{Yuan2017135,
    author={Yuan, W. and Guo, A. and Li, H.},
    title={Seismic failure mode of coastal bridge piers considering the effects of corrosion-induced damage},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2017},
    volume={93},
    pages={135-146},
    doi={10.1016/j.soildyn.2016.12.002},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85006073803&doi=10.1016%2fj.soildyn.2016.12.002&partnerID=40&md5=531111f8b30bce015e0312b9e0073c0f},
    affiliation={Ministry-of-Education Key Laboratory of Structural Dynamic Behavior and Control, School of Civil Engineering, Harbin Institute of Technology, the 2nd Campus, Harbin, 150090, China},
    }
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    [Bibtex]
    @ARTICLE{Huang201787,
    author={Huang, M. and Guo, Y.},
    title={Research and development of remote collaborative pseudo dynamic test platform NetSLabOSR},
    journal={Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences},
    year={2017},
    volume={44},
    number={1},
    pages={87-94},
    doi={10.16339/j.cnki.hdxbzkb.2017.01.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85015676346&doi=10.16339%2fj.cnki.hdxbzkb.2017.01.011&partnerID=40&md5=bfc7ef3760a0aafe52c3af3d55664d6f},
    affiliation={College of Civil Engineering, Hunan University, Changsha, 410082, China; School of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha, 410004, China; Key Laboratory of Building Safety and Energy Efficiency, Ministry of Education, Changsha, 410082, China},
    }
  • [DOI] Y. Zhang, L. Yang, and J. Zhang, “Research on the design method of strong column and weak girder of prestressed concrete frame,” Hunan daxue xuebao/journal of hunan university natural sciences, vol. 44, iss. 1, pp. 65-76, 2017.
    [Bibtex]
    @ARTICLE{Zhang201765,
    author={Zhang, Y. and Yang, L. and Zhang, J.},
    title={Research on the design method of strong column and weak girder of prestressed concrete frame},
    journal={Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences},
    year={2017},
    volume={44},
    number={1},
    pages={65-76},
    doi={10.16339/j.cnki.hdxbzkb.2017.01.009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85015688664&doi=10.16339%2fj.cnki.hdxbzkb.2017.01.009&partnerID=40&md5=c4c0ece2a61cddda902cbb1100e9a330},
    affiliation={School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan, 430074, China},
    }
  • [DOI] C. Xia, Y. Liu, and C. Liu, “Characteristicresponse analysis of bridge piers under multi-pulse near-fault earthquake excitation,” Zhendong yu chongji/journal of vibration and shock, vol. 36, iss. 2, p. 95-100 and 110, 2017.
    [Bibtex]
    @ARTICLE{Xia2017,
    author={Xia, C. and Liu, Y. and Liu, C.},
    title={Characteristicresponse analysis of bridge piers under multi-pulse near-fault earthquake excitation},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2017},
    volume={36},
    number={2},
    pages={95-100 and 110},
    doi={10.13465/j.cnki.jvs.2017.02.015},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85015283873&doi=10.13465%2fj.cnki.jvs.2017.02.015&partnerID=40&md5=a8d2e0dadaec42173a558e8e3291ecfa},
    affiliation={Institute of Earthquake Engineering, Dalian University of Technology, Dalian, 116024, China; State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, 116024, China},
    }
  • [DOI] E. Perez-Rivera and L. A. Montejo, “Numerical evaluation of seismic soil pressures on rigid walls fixed to the bedrock,” Journal of earthquake engineering, vol. 21, iss. 1, pp. 105-122, 2017.
    [Bibtex]
    @ARTICLE{Perez-Rivera2017105,
    author={Perez-Rivera, E. and Montejo, L.A.},
    title={Numerical Evaluation of Seismic Soil Pressures on Rigid Walls Fixed to the Bedrock},
    journal={Journal of Earthquake Engineering},
    year={2017},
    volume={21},
    number={1},
    pages={105-122},
    doi={10.1080/13632469.2016.1142486},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84966700318&doi=10.1080%2f13632469.2016.1142486&partnerID=40&md5=c12ab7a3d1f2a971f77123d98c21fe29},
    affiliation={Department of Civil Engineering and Surveying, University of Puerto Rico at Mayaguez, Mayaguez, Puerto Rico; Department of Engineering Science and Materials, University of Puerto Rico at Mayaguez, Mayaguez, Puerto Rico},
    }
  • [DOI] D. Tarquini, J. P. Almeida, and K. Beyer, “Axially equilibrated displacement-based beam element: implementation in opensees and application to dynamic analysis of structures.” 2017, pp. 1625-1635.
    [Bibtex]
    @CONFERENCE{Tarquini20171625,
    author={Tarquini, D. and Almeida, J.P. and Beyer, K.},
    title={Axially equilibrated displacement-based beam element: Implementation in opensees and application to dynamic analysis of structures},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={1625-1635},
    doi={10.7712/120117.5517.17584},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042512510&doi=10.7712%2f120117.5517.17584&partnerID=40&md5=e645fd57b70fec9496747a9134b5d052},
    affiliation={Earthquake Engineering and Structural Dynamics Laboratory (EESD), École Polytechnique Fédérale de Lausanne (EPFL, Switzerland},
    }
  • [DOI] A. Canini and D. Forcellini, “3d numerical simulations of a base-isolated residential building with soil structure interaction.” 2017, pp. 1155-1167.
    [Bibtex]
    @CONFERENCE{Canini20171155,
    author={Canini, A. and Forcellini, D.},
    title={3D numerical simulations of a base-isolated residential building with soil structure interaction},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={1155-1167},
    doi={10.7712/120117.5482.16931},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042491896&doi=10.7712%2f120117.5482.16931&partnerID=40&md5=4d4edfaf534a80f0bf313d737feb1520},
    affiliation={Università di San Marino, Via Salita alla Rocca, 44, San Marino, 47890, United States},
    }
  • [DOI] P. R. Tadepalli, L. Lu, Y. L. Mo, and T. T. C. Hsu, “Tool for shear analysis of prestressed steel fiber concrete beams.” 2017, pp. 4881-4896.
    [Bibtex]
    @CONFERENCE{Tadepalli20174881,
    author={Tadepalli, P.R. and Lu, L. and Mo, Y.L. and Hsu, T.T.C.},
    title={Tool for shear analysis of prestressed steel fiber concrete beams},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={2},
    pages={4881-4896},
    doi={10.7712/120117.5769.18324},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042284318&doi=10.7712%2f120117.5769.18324&partnerID=40&md5=1ff45d5b8bc574bd4ea9cb569947478b},
    affiliation={Department of Civil and Environmental Engineering, University of Houston, Houston, TX, United States; College of Civil Engineering, Tongji University, Shanghai, China},
    }
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    @ARTICLE{Li2017573,
    author={Li, G. and Motamed, R.},
    title={Finite element modeling of soil-pile response subjected to liquefaction-induced lateral spreading in a large-scale shake table experiment},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2017},
    volume={92},
    pages={573-584},
    doi={10.1016/j.soildyn.2016.11.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84995370933&doi=10.1016%2fj.soildyn.2016.11.001&partnerID=40&md5=44db4935dfa237c2fefa801d522ed10c},
    affiliation={Department of Civil and Environmental Engineering, University of Nevada Reno, Reno, NV 89557, United States},
    }
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    [Bibtex]
    @CONFERENCE{Nastri20174857,
    author={Nastri, E. and Palese, M.I.},
    title={Preliminary comparison between different software modeling of confined concrete},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={2},
    pages={4857-4868},
    doi={10.7712/120117.5767.18163},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042266983&doi=10.7712%2f120117.5767.18163&partnerID=40&md5=d1f64db82d221d80154da0afc27426f5},
    affiliation={University of Salerno, Via Giovanni Paolo II, Fisciano (SA), 84084, Italy},
    }
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    [Bibtex]
    @ARTICLE{Zhang201753,
    author={Zhang, P. and Zhu, H. and Wu, G. and Meng, S. and Wu, Z.},
    title={Flexural performance of U-shape fiber-reinforced polymers profile-concrete composite beams under static and cyclic loads},
    journal={Journal of Reinforced Plastics and Composites},
    year={2017},
    volume={36},
    number={1},
    pages={53-71},
    doi={10.1177/0731684416670531},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85009971919&doi=10.1177%2f0731684416670531&partnerID=40&md5=0d2ca370133a45ad8e7fd5548bb6e823},
    affiliation={School of Civil Engineering, Zhengzhou University, Zhengzhou, China; Key Laboratory of Concrete and Prestressed Concrete Structures, Ministry of Education, Nanjing, 210096, China},
    }
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    @CONFERENCE{Hou2017393,
    author={Hou, S. and Zhang, H. and Han, X. and Ou, J.},
    title={Damage monitoring of the RC frame shaking table test and comparison with FEM results},
    journal={Procedia Engineering},
    year={2017},
    volume={210},
    pages={393-400},
    doi={10.1016/j.proeng.2017.11.093},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042657208&doi=10.1016%2fj.proeng.2017.11.093&partnerID=40&md5=5bbdb8075d91038a6e76a253008cd504},
    affiliation={School of Civil and Transportation Engineering, South China University of Technology, Guangzhou, 510641, China; Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen, 518055, China; School of Civil Engineering, Dalian University of Technology, Dalian, 116024, China},
    }
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    @CONFERENCE{Yang20173426,
    author={Yang, B. and Lu, X.},
    title={Seismic behavior of prestressed precast shear wall buildings using multiple rocking joints},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={2},
    pages={3426-3438},
    doi={10.7712/120117.5655.16797},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042325018&doi=10.7712%2f120117.5655.16797&partnerID=40&md5=5c828ecfde018ea3c81ae2fcdf79e23c},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
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    @ARTICLE{Zhang2017,
    author={Zhang, Q. and Li, Y.},
    title={The performance of resistance progressive collapse analysis for high-rise frame-shear structure based on opensees},
    journal={Shock and Vibration},
    year={2017},
    volume={2017},
    doi={10.1155/2017/3518232},
    art_number={3518232},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018808838&doi=10.1155%2f2017%2f3518232&partnerID=40&md5=3058a706155428fbe7129be2fe9e800c},
    affiliation={Institute of Disaster Prevention Science and Safety Technology, Central South University, Changsha, 410128, China},
    }
  • B. Dezhkam, “The effect of opening in concrete shear walls on seismic performance of link beams,” Acta technica csav (ceskoslovensk akademie ved), vol. 62, iss. 4, pp. 387-394, 2017.
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    @ARTICLE{Dezhkam2017387,
    author={Dezhkam, B.},
    title={The effect of opening in concrete shear walls on seismic performance of link beams},
    journal={Acta Technica CSAV (Ceskoslovensk Akademie Ved)},
    year={2017},
    volume={62},
    number={4},
    pages={387-394},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85040358711&partnerID=40&md5=99f7828f60301006aca3edbd8d3acdc8},
    affiliation={University of Velayat, Iranshahr, Iran},
    }
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    @CONFERENCE{Jiang20171209,
    author={Jiang, C. and Lu, X.},
    title={Simulation of contact surfaces in self-centering reinforced concrete frames with test validation},
    journal={High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium},
    year={2017},
    pages={1209-1216},
    doi={10.1007/978-3-319-59471-2-140},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85025604174&doi=10.1007%2f978-3-319-59471-2-140&partnerID=40&md5=8926c1bc7b79137d39de60fc0cf61059},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • Z. Pan, L. Aiqun, and D. Du, “Nonlinear static analysis on masonry wall strengthened with reinforced mortar overlay.” 2017, pp. 265-272.
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    @CONFERENCE{Pan2017265,
    author={Pan, Z. and Aiqun, L. and Du, D.},
    title={Nonlinear static analysis on masonry wall strengthened with reinforced mortar overlay},
    journal={Proceedings of the 6th International Specialty Conference on Fibre Reinforced Materials},
    year={2017},
    pages={265-272},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028534819&partnerID=40&md5=4db8e65811ef0a4e9277c838f7794091},
    affiliation={Jiarvgsu University of Science and Technology, China; Southeast University, China},
    }
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    @CONFERENCE{Zeghal2017370,
    author={Zeghal, M. and Goswami, N. and Manzari, M. and Kutter, B.},
    title={Performance of a Soil Liquefaction Model},
    journal={Poromechanics 2017 - Proceedings of the 6th Biot Conference on Poromechanics},
    year={2017},
    pages={370-377},
    doi={10.1061/9780784480779.045},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85026315034&doi=10.1061%2f9780784480779.045&partnerID=40&md5=dd0adeb2eda5d0af6287a8f88599b0a2},
    affiliation={Rensselaer Polytechnic Institute, Troy, NY 12180, United States; George Washington Univ., Washington, DC 20052, United States; Univ. of California at Davis, Davis, CA 95616, United States},
    }
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    @CONFERENCE{Carey2017389,
    author={Carey, T.J. and Kutter, B.L.},
    title={Comparison of liquefaction constitutive models for a hypothetical sand},
    journal={Geotechnical Special Publication},
    year={2017},
    number={GSP 281},
    pages={389-398},
    doi={10.1061/9780784480489.039},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018438032&doi=10.1061%2f9780784480489.039&partnerID=40&md5=9e27b063164502c964206035b2f9528e},
    affiliation={Dept. of Civil and Environmental Engineering, Univ. of California at Davis, One Shields Ave., Davis, CA 95616, United States},
    }
  • M. T. Stephens, A. Winter, M. R. Motley, and D. E. Lehman, “Comparing seismic and tsunami load demands on reinforced concrete and concrete filled steel tube bridges.” 2017, pp. 691-698.
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    @CONFERENCE{Stephens2017691,
    author={Stephens, M.T. and Winter, A. and Motley, M.R. and Lehman, D.E.},
    title={Comparing seismic and tsunami load demands on reinforced concrete and concrete filled steel tube bridges},
    journal={IABSE Conference, Vancouver 2017: Engineering the Future - Report},
    year={2017},
    pages={691-698},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050027536&partnerID=40&md5=8eeeec9058bd7aef98411eb6c7b4dbcd},
    affiliation={University of Auckland, Auckland, New Zealand; University of Washington, Seattle, WA, United States},
    }
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    @CONFERENCE{Han20173398,
    author={Han, J. and Zhang, Z. and Huang, L. and Sun, X.},
    title={Influence of in-plane and out-of-plane interaction of infill walls on global collapse resistance capacity of infilled RC frame},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={2},
    pages={3398-3405},
    doi={10.7712/120117.5653.18616},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042284860&doi=10.7712%2f120117.5653.18616&partnerID=40&md5=10980ebf2916527dd7eed3d5f57aed03},
    affiliation={Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, 287 Langongping Rd., Lanzhou, 730050, China; School of Civil Engineering, Lanzhou University of Technology, 287 Langongping Rd., Lanzhou, 730050, China; School of Civil Engineering, Southeast University, 2 Sipailou Street, Nanjing, 210096, China},
    }
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    @CONFERENCE{Beber201776,
    author={Beber, R. and Dashti, S.},
    title={Site Response in Liquefiable Layered Deposits Considering Spatial Variability in Hydraulic Conductivity},
    journal={Geotechnical Special Publication},
    year={2017},
    number={GSP 283},
    pages={76-85},
    doi={10.1061/9780784480700.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030483756&doi=10.1061%2f9780784480700.008&partnerID=40&md5=b3cd0b61d878f9e19ef508098f8f2f35},
    affiliation={Dept. of Civil, Environmental and Mechanical Engineering, Univ. of Trento, Via Mesiano 77, Trento, 38123, Italy; Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado Boulder, 1111 Eng. Dr., Boulder, CO 80309, United States},
    }
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    @CONFERENCE{Ma20172138,
    author={Ma, H.-B. and Zhuo, W.-D. and Lavorato, D. and Fiorentino, G. and Nuti, C. and Sabetta, F.},
    title={Seismic response analysis of continuous highway bridges under near-fault ground motions},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={2138-2148},
    doi={10.7712/120117.5555.18040},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042477572&doi=10.7712%2f120117.5555.18040&partnerID=40&md5=b1ae511fc89c71850cb3501bfbfe3772},
    affiliation={Civil Engineering College, Fuzhou University, Xueyuan Road No.2, University Town, Fuzhou City, Fujian Province, China; Architecture Department, Roma Tre University, Largo Giovanni Battista Marzi, 10, Roma, 00153, Italy},
    }
  • M. Xiang, W. Wang, T. Li, and Q. Ai, “Analysis of rigid frame bridges with different high piers’ dynamic behavior and seismic fragility,” Acta technica csav (ceskoslovensk akademie ved), vol. 62, iss. 1, pp. 67-77, 2017.
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    @ARTICLE{Xiang201767,
    author={Xiang, M. and Wang, W. and Li, T. and Ai, Q.},
    title={Analysis of rigid frame bridges with different high piers' dynamic behavior and seismic fragility},
    journal={Acta Technica CSAV (Ceskoslovensk Akademie Ved)},
    year={2017},
    volume={62},
    number={1},
    pages={67-77},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028617712&partnerID=40&md5=562d17d38bb0331f18ef12a8bcb99c4f},
    affiliation={School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, 050043, China},
    }
  • D. L. Kozak, J. Luo, J. M. Lafave, and L. A. Fahnestock, “Seismic response of integral abutment bridges.” 2017, pp. 48-57.
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    @CONFERENCE{Kozak201748,
    author={Kozak, D.L. and Luo, J. and Lafave, J.M. and Fahnestock, L.A.},
    title={Seismic Response of Integral Abutment Bridges},
    journal={Structures Congress 2017: Bridges and Transportation Structures - Selected Papers from the Structures Congress 2017},
    year={2017},
    pages={48-57},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019137024&partnerID=40&md5=50e6649c67c4334974075abe7e1507ff},
    affiliation={Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801, United States; Rutherford + Chekene, 375 Beale St., San Francisco, CA 94105, United States},
    }
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    @ARTICLE{Karimi-Moridani2017,
    author={Karimi-Moridani, K. and Zarfam, P. and Ghafory-Ashtiany, M.},
    title={Seismic Failure Probability of a Curved Bridge Based on Analytical and Neural Network Approaches},
    journal={Shock and Vibration},
    year={2017},
    volume={2017},
    doi={10.1155/2017/2408234},
    art_number={2408234},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028602142&doi=10.1155%2f2017%2f2408234&partnerID=40&md5=c2d6ecb3e1c9272451aec1f3f0d9a291},
    affiliation={Department of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran; International Institute of Earthquake Engineering and Seismology (IIEES), Iranian Earthquake Engineering Association, Tehran, Iran},
    }
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    @ARTICLE{Chen201785,
    author={Chen, Q. and Zhao, H. and Wang, T.},
    title={Comparison of progressive collapse resistance of frame with specially shaped columns and frame with rectangular columns [Usporedba otpora progresivnom kolapsu okvira s posebno oblikovanim stupovima i okvira s četvrtastim stupovima]},
    journal={Tehnicki Vjesnik},
    year={2017},
    volume={24},
    pages={85-92},
    doi={10.17559/TV-20141015091542},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019117758&doi=10.17559%2fTV-20141015091542&partnerID=40&md5=ae36d6a26c2504b63fd4ed8cd3960792},
    affiliation={Economic & Technology Research Institute of State Grid, Shandong Electric Power Company, 111 Weishi Road, Huaiyin District, Jinan, 250021, China; School of Civil Engineering, Tianjin University Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, 92 Weijin Road, Nankai District, Tianjin, 300072, China},
    }
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    @ARTICLE{Shen2017155,
    author={Shen, Y.-L. and Mu, Z.-G. and Stiemer, S.F. and Li, X.-J. and Zhang, J.-Y.},
    title={Mechanical performance of cross laminated timber infill wall-steel frames},
    journal={Gongcheng Kexue Xuebao/Chinese Journal of Engineering},
    year={2017},
    volume={39},
    number={1},
    pages={155-165},
    doi={10.13374/j.issn2095-9389.2017.01.020},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85013931073&doi=10.13374%2fj.issn2095-9389.2017.01.020&partnerID=40&md5=9bf23b553357351abc52b22ebb0a0111},
    affiliation={Schoolof Civil and Resources Engineering, University of Science and Technology Beijing, Beijing, 100083, China; China Electronics Engineering Design Institute, Beijing, 100142, China; Department of Civil Engineering, Faculty of Applied Science, University of British Columbia, Vancouver, V6T 1Z4, Canada; Central Research Institute of Building and Construction Co., Ltd., Beijing, 100088, China; Beijing Institute of Architectural Design, Beijing, 100045, China},
    }
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    @ARTICLE{Zhang2017419,
    author={Zhang, L. and Zhao, H. and Wang, T. and Chen, Q.},
    title={Dynamic increase factor for RC frame with specially shaped columns against progressive collapse},
    journal={Journal of Vibroengineering},
    year={2017},
    volume={19},
    number={1},
    pages={419-433},
    doi={10.21595/jve.2016.17371},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020424285&doi=10.21595%2fjve.2016.17371&partnerID=40&md5=3ba68dd82bb87c1666d1c430f747e408},
    affiliation={School of Civil Engineering, Tianjin University, Tianjin, China; Key Laboratory of Coast Civil Structures, Tianjin University, Ministry of Education, Tianjin, China},
    }
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    @CONFERENCE{Bishop2017,
    author={Bishop, C.D. and Uriz, P.},
    title={The effects of accurate boundary condition modeling on column stability},
    journal={Proceedings of the Annual Stability Conference Structural Stability Research Council 2017},
    year={2017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019473690&partnerID=40&md5=97522828a59436cfd5e571d0ce5c2069},
    affiliation={Exponent, Inc, United States; Risk Management Solutions, United States},
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  • [DOI] K. Kolozvari, R. Miller, and K. Orakcal, “Finite element modeling of reinforced concrete structural walls for performance-based seismic design.” 2017, pp. 35-46.
    [Bibtex]
    @CONFERENCE{Kolozvari201735,
    author={Kolozvari, K. and Miller, R. and Orakcal, K.},
    title={Finite element modeling of reinforced concrete structural walls for performance-based seismic design},
    journal={WIT Transactions on the Built Environment},
    year={2017},
    volume={172},
    pages={35-46},
    doi={10.2495/ERES170041},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049260684&doi=10.2495%2fERES170041&partnerID=40&md5=79f760b9d64bc8dade3fc43fc2b69171},
    affiliation={Department of Civil and Environmental Engineering, California State University, United States; Department of Civil Engineering, Bogazici University, Turkey},
    }
  • [DOI] P. Cassese, M. T. De Risi, and G. M. Verderame, “Seismic behaviour of poorly detailed rc bridge piers with hollow cross-section.” 2017, pp. 772-789.
    [Bibtex]
    @CONFERENCE{Cassese2017772,
    author={Cassese, P. and De Risi, M.T. and Verderame, G.M.},
    title={Seismic behaviour of poorly detailed RC bridge piers with hollow cross-section},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={772-789},
    doi={10.7712/120117.5456.18615},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042468330&doi=10.7712%2f120117.5456.18615&partnerID=40&md5=2e0567036b4103ea8c5cd8d382d1a32e},
    affiliation={University of Naples Federico II, Department of Structures for Engineering and Architecture, via Claudio 21, Naples, 80125, Italy},
    }
  • M. Adom-Asamoah and J. O. Banahene, “Inelastic dynamic behaviour of simply modeled explicit and implicit non-ductile rc beam-column joints,” Jordan journal of civil engineering, vol. 11, iss. 4, pp. 646-658, 2017.
    [Bibtex]
    @ARTICLE{Adom-Asamoah2017646,
    author={Adom-Asamoah, M. and Banahene, J.O.},
    title={Inelastic dynamic behaviour of simply modeled explicit and implicit non-ductile RC beam-column joints},
    journal={Jordan Journal of Civil Engineering},
    year={2017},
    volume={11},
    number={4},
    pages={646-658},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029692224&partnerID=40&md5=4135e14a68c7ef599bd43999bd5b2aaa},
    affiliation={Kwame Nkrumah University of Science and Technology, Kumasi, Ghana},
    }
  • [DOI] Q. Qin, S. Zheng, L. Li, L. Dong, Y. Zhang, and S. Ding, “Experimental study and numerical simulation of seismic behavior for rc columns subjected to freeze-thaw cycles,” Advances in materials science and engineering, vol. 2017, 2017.
    [Bibtex]
    @ARTICLE{Qin2017,
    author={Qin, Q. and Zheng, S. and Li, L. and Dong, L. and Zhang, Y. and Ding, S.},
    title={Experimental Study and Numerical Simulation of Seismic Behavior for RC Columns Subjected to Freeze-Thaw Cycles},
    journal={Advances in Materials Science and Engineering},
    year={2017},
    volume={2017},
    doi={10.1155/2017/7496345},
    art_number={7496345},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85015997177&doi=10.1155%2f2017%2f7496345&partnerID=40&md5=94ad0980039a66a6a15d15c872d68cc8},
    affiliation={Department of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, 710055, China},
    }
  • F. Soleimani, C. S. W. Yang, and R. Desroches, “The effect of superstructure curvature on the seismic performance of box-girder bridges with in-span hinges.” 2017, pp. 469-480.
    [Bibtex]
    @CONFERENCE{Soleimani2017469,
    author={Soleimani, F. and Yang, C.S.W. and Desroches, R.},
    title={The Effect of Superstructure Curvature on the Seismic Performance of Box-Girder Bridges with In-Span Hinges},
    journal={Structures Congress 2017: Bridges and Transportation Structures - Selected Papers from the Structures Congress 2017},
    year={2017},
    pages={469-480},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019117139&partnerID=40&md5=2960b2a09351972fdc4b68208d392e15},
    affiliation={School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332, United States},
    }
  • [DOI] L. Marchi, D. Trutalli, R. Scotta, and L. Pozza, “Numerical simulation of the coupled tension-shear response of an innovative dissipative connection for clt buildings.” 2017, pp. 247-254.
    [Bibtex]
    @CONFERENCE{Marchi2017247,
    author={Marchi, L. and Trutalli, D. and Scotta, R. and Pozza, L.},
    title={Numerical simulation of the coupled tension-shear response of an innovative dissipative connection for CLT buildings},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={247-254},
    doi={10.7712/120117.5419.17364},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042498776&doi=10.7712%2f120117.5419.17364&partnerID=40&md5=47c1e49cdfe9f86069ae0c7805b3e679},
    affiliation={Department of Civil, Environmental and Architectural Engineering, University of Padova, Via Marzolo 9, Padova, 35131, Italy; Department of Civil, Chemical, Environmental and Materials Engineering, University of Bologna, Viale Risorgimento 2, Bologna, 40136, Italy},
    }
  • [DOI] S. Gobbi, F. Lopez-Caballero, and D. Forcellini, “Numerical analysis of soil liquefaction induced failure of embankments.” 2017, pp. 990-1006.
    [Bibtex]
    @CONFERENCE{Gobbi2017990,
    author={Gobbi, S. and Lopez-Caballero, F. and Forcellini, D.},
    title={Numerical analysis of soil liquefaction induced failure of embankments},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={990-1006},
    doi={10.7712/120117.5471.17027},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042473060&doi=10.7712%2f120117.5471.17027&partnerID=40&md5=b9372cf163fbfac89b08552a45d00b8b},
    affiliation={Universit di San Marino, Via Salita alla rocca 44, Italy; Laboratoire MSS-Mat, CNRS UMR 8579, Centrale Supelec Grande Voie des Vignes, Chatenay-Malabry, 92295, France},
    }
  • K. -H. E. Kim, B. Andrawes, and C. A. Duarte, “Behavior of frp retrofitted bridge timber piles under earthquake and tsunami loading.” 2017, pp. 340-352.
    [Bibtex]
    @CONFERENCE{Kim2017340,
    author={Kim, K.-H.E. and Andrawes, B. and Duarte, C.A.},
    title={Behavior of FRP Retrofitted Bridge Timber Piles under Earthquake and Tsunami Loading},
    journal={Structures Congress 2017: Bridges and Transportation Structures - Selected Papers from the Structures Congress 2017},
    year={2017},
    pages={340-352},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019120121&partnerID=40&md5=4dda69980c80c17db0863de9dc248e82},
    affiliation={Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801, United States},
    }
  • [DOI] L. Tang, S. Cong, X. Ling, and N. Ju, “The boundary conditions for simulations of a shake-table experiment on the seismic response of 3d slope,” Earthquake engineering and engineering vibration, vol. 16, iss. 1, pp. 23-32, 2017.
    [Bibtex]
    @ARTICLE{Tang201723,
    author={Tang, L. and Cong, S. and Ling, X. and Ju, N.},
    title={The boundary conditions for simulations of a shake-table experiment on the seismic response of 3D slope},
    journal={Earthquake Engineering and Engineering Vibration},
    year={2017},
    volume={16},
    number={1},
    pages={23-32},
    doi={10.1007/s11803-016-0363-8},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85010637357&doi=10.1007%2fs11803-016-0363-8&partnerID=40&md5=99341fde904613c38902f4f4fa34eeb2},
    affiliation={School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China; State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, 610069, China; School of Civil Engineering, Qingdao Technological University, Qingdao, 266033, China},
    }
  • [DOI] P. Mortazavi, X. Huang, O. -S. Kwon, and C. Christopoulos, “An overview of the university of toronto simulation (ut-sim) framework and its application to the performance assessment of structures.” 2017, pp. 503-523.
    [Bibtex]
    @CONFERENCE{Mortazavi2017503,
    author={Mortazavi, P. and Huang, X. and Kwon, O.-S. and Christopoulos, C.},
    title={An overview of the university of toronto simulation (UT-SIM) framework and its application to the performance assessment of structures},
    journal={International Conference on Advances in Experimental Structural Engineering},
    year={2017},
    volume={2017-September},
    pages={503-523},
    doi={10.7414/7aese.T4.71},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050930136&doi=10.7414%2f7aese.T4.71&partnerID=40&md5=131c326da4ff771e88f9c5bcb05e697b},
    affiliation={Department of Civil Engineering, University of Toronto, 35 St. George St., Toronto, Canada},
    }
  • Y. Xu, H. Guan, H. Karampour, Y. -C. Loo, and X. J. Zhou, “Earthquake-resistant performance of a steel frame model with inverse-chevron buckling restrained braces.” 2017, pp. 663-668.
    [Bibtex]
    @CONFERENCE{Xu2017663,
    author={Xu, Y. and Guan, H. and Karampour, H. and Loo, Y.-C. and Zhou, X.J.},
    title={Earthquake-resistant performance of a steel frame model with inverse-chevron buckling restrained braces},
    journal={Mechanics of Structures and Materials: Advancements and Challenges - Proceedings of the 24th Australasian Conference on the Mechanics of Structures and Materials, ACMSM24 2016},
    year={2017},
    pages={663-668},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85035065102&partnerID=40&md5=4581eeceaac86d67d2139099bb7c8694},
    affiliation={Griffith School of Engineering, Griffith UniversityQLD, Australia; School of Civil Engineering, Shandong Jianzhu UniversityShandong, China},
    }
  • [DOI] R. M. Oinam, R. Sugumar, and D. R. Sahoo, “A comparative study of seismic performance of rc frames with masonry infills.” 2017, pp. 1784-1791.
    [Bibtex]
    @CONFERENCE{Oinam20171784,
    author={Oinam, R.M. and Sugumar, R. and Sahoo, D.R.},
    title={A Comparative Study of Seismic Performance of RC Frames with Masonry Infills},
    journal={Procedia Engineering},
    year={2017},
    volume={173},
    pages={1784-1791},
    doi={10.1016/j.proeng.2016.12.220},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85017017793&doi=10.1016%2fj.proeng.2016.12.220&partnerID=40&md5=88863d1f947747a0d220209d9ca2965e},
    affiliation={Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, 110016, India},
    }
  • [DOI] C. A. Basagiannis and M. S. Williams, “Application of elastomeric dampers to steel moment resisting frames.” 2017, pp. 5000-5013.
    [Bibtex]
    @CONFERENCE{Basagiannis20175000,
    author={Basagiannis, C.A. and Williams, M.S.},
    title={Application of elastomeric dampers to steel moment resisting frames},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={2},
    pages={5000-5013},
    doi={10.7712/120117.5779.18169},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042311494&doi=10.7712%2f120117.5779.18169&partnerID=40&md5=0592357d088e1107febb55e87ceafe81},
    affiliation={Department of Engineering Science, University of Oxford, Oxford, United Kingdom},
    }
  • [DOI] S. Jia, W. Cao, and Y. Zhang, “Damage index calibration of frame-supported concealed multi-ribbedwall panels with energy-efficient blocks,” Applied sciences (switzerland), vol. 7, iss. 5, 2017.
    [Bibtex]
    @ARTICLE{Jia2017,
    author={Jia, S. and Cao, W. and Zhang, Y.},
    title={Damage index calibration of frame-supported concealed multi-ribbedwall panels with energy-efficient blocks},
    journal={Applied Sciences (Switzerland)},
    year={2017},
    volume={7},
    number={5},
    doi={10.3390/app7050453},
    art_number={453},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019103450&doi=10.3390%2fapp7050453&partnerID=40&md5=7f76461ff283e6329d139670626e64e7},
    affiliation={School of Engineering and Technology, China University of Geosciences (Beijing), No. 29, Xueyuan Road, Haidian District, Beijing, 100083, China; College of Architecture and Civil Engineering, Beijing University of Technology, No. 100, Pingleyuan, Chaoyang District, Beijing, 100124, China; Academy of Railway Sciences, Scientific and Technological Information Research Institute, No. 2, Daliushu Road, Haidian District, Beijing, 100081, China},
    }
  • [DOI] R. Eskandari, D. Vafaei, J. Vafaei, and M. E. Shemshadian, “Nonlinear static and dynamic behavior of reinforced concrete steel-braced frames,” Earthquake and structures, vol. 12, iss. 2, pp. 191-200, 2017.
    [Bibtex]
    @ARTICLE{Eskandari2017191,
    author={Eskandari, R. and Vafaei, D. and Vafaei, J. and Shemshadian, M.E.},
    title={Nonlinear static and dynamic behavior of reinforced concrete steel-braced frames},
    journal={Earthquake and Structures},
    year={2017},
    volume={12},
    number={2},
    pages={191-200},
    doi={10.12989/eas.2017.12.2.191},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85013466938&doi=10.12989%2feas.2017.12.2.191&partnerID=40&md5=383cb65173fef9c72b2d682a7bbfb838},
    affiliation={Department of Civil Engineering, Chabahar Maritime University, Chabahar, Iran; Department of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, Iran; Department of Civil, Environmental and Geo-Engineering, University of Minnesota (Twin Cities), Minneapolis, United States},
    }
  • [DOI] A. Miano, F. Jalayer, and A. Prota, “Considering structural modelling uncertainties using bayesian cloud analysis.” 2017, pp. 1857-1879.
    [Bibtex]
    @CONFERENCE{Miano20171857,
    author={Miano, A. and Jalayer, F. and Prota, A.},
    title={Considering structural modelling uncertainties using Bayesian cloud analysis},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={1857-1879},
    doi={10.7712/120117.5533.17990},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042519731&doi=10.7712%2f120117.5533.17990&partnerID=40&md5=fa935f93dc03e25b82ddaae4d5f86e56},
    affiliation={Department of Structures for Engineering and Architecture, University of Naples “Federico II”, Via Claudio 21, Naples, 80125, Italy},
    }
  • M. Shahnewaz, T. Tannert, M. S. Alam, and M. Popovski, “Seismic performance of cross laminated timber (clt) platform building by incremental dynamic analysis.” 2017, pp. 430-436.
    [Bibtex]
    @CONFERENCE{Shahnewaz2017430,
    author={Shahnewaz, Md. and Tannert, T. and Alam, M.S. and Popovski, M.},
    title={Seismic performance of Cross Laminated Timber (CLT) platform building by Incremental Dynamic Analysis},
    journal={IABSE Conference, Vancouver 2017: Engineering the Future - Report},
    year={2017},
    pages={430-436},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050029703&partnerID=40&md5=57dcf96160a42e70307a4023546474e8},
    affiliation={University of British Columbia, Canada; University of Northern British Columbia, Canada; FPInnovations, Advanced Building Systems, Canada},
    }
  • A. Ebrahimpour and B. Earles, “Seismic performance of columns with grouted couplers in idaho bridges.” 2017, pp. 1817-1823.
    [Bibtex]
    @CONFERENCE{Ebrahimpour20171817,
    author={Ebrahimpour, A. and Earles, B.},
    title={Seismic performance of columns with grouted couplers in Idaho Bridges},
    journal={IABSE Conference, Vancouver 2017: Engineering the Future - Report},
    year={2017},
    pages={1817-1823},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050024990&partnerID=40&md5=96a3f9c92ff6ddcc6a0c4034772720a6},
    affiliation={Idaho State University, Pocatello, ID, United States},
    }
  • [DOI] S. Kamalzare and C. G. Olgun, “Numerical modeling of columnar-reinforced ground behavior during dynamic centrifuge testing.” 2017, pp. 39-48.
    [Bibtex]
    @CONFERENCE{Kamalzare201739,
    author={Kamalzare, S. and Olgun, C.G.},
    title={Numerical modeling of columnar-reinforced ground behavior during dynamic centrifuge testing},
    journal={Geotechnical Special Publication},
    year={2017},
    number={GSP 277},
    pages={39-48},
    doi={10.1061/9780784480441.005},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018731821&doi=10.1061%2f9780784480441.005&partnerID=40&md5=7449221dee55b0bfeb51b4188aa37696},
    affiliation={Virginia Tech, Dept. of Civil and Environmental Engineering, 111 Patton Hall, Blacksburg, VA 24061, United States; Virginia Tech, Dept. of Civil and Environmental Engineering, 111A Patton Hall, Blacksburg, VA 24061, United States},
    }
  • A. Kalantari and S. Rezaei, “Effects of corrosion by chloride ion on time-dependent seismic reliability of rc bridges in persian gulf zone.” 2017, pp. 2074-2081.
    [Bibtex]
    @CONFERENCE{Kalantari20172074,
    author={Kalantari, A. and Rezaei, S.},
    title={Effects of corrosion by chloride ion on time-dependent seismic reliability of RC bridges in Persian gulf zone},
    journal={Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016},
    year={2017},
    pages={2074-2081},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85018637908&partnerID=40&md5=545d0c5d9ac47f70b833520ee568a9c1},
    affiliation={International Institute of Earthquake Engineering and Seismology, Tehran, Iran; Department of Civil Engineering, South Tehran Branch, Islamic Azad University, Tehran, Iran},
    }
  • [DOI] F. Soleimani, S. Mangalathu, and R. Desroches, “Seismic resilience of concrete bridges with flared columns.” 2017, pp. 3065-3070.
    [Bibtex]
    @CONFERENCE{Soleimani20173065,
    author={Soleimani, F. and Mangalathu, S. and Desroches, R.},
    title={Seismic Resilience of Concrete Bridges with Flared Columns},
    journal={Procedia Engineering},
    year={2017},
    volume={199},
    pages={3065-3070},
    doi={10.1016/j.proeng.2017.09.417},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029897468&doi=10.1016%2fj.proeng.2017.09.417&partnerID=40&md5=4900bea8481d4147f8f0ef3e34efcc12},
    affiliation={School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332, United States},
    }
  • [DOI] N. Wang and Q. -X. Shi, “Shear model and nolinear analysis of rc beam-column joint with high-strength stirrups,” Gongcheng lixue/engineering mechanics, vol. 34, iss. 7, pp. 89-96, 2017.
    [Bibtex]
    @ARTICLE{Wang201789,
    author={Wang, N. and Shi, Q.-X.},
    title={Shear model and nolinear analysis of rc beam-column joint with high-strength stirrups},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2017},
    volume={34},
    number={7},
    pages={89-96},
    doi={10.6052/j.issn.1000-4750.2016.01.0030},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029406254&doi=10.6052%2fj.issn.1000-4750.2016.01.0030&partnerID=40&md5=6f191b0ff685be74cea342146144dfd7},
    affiliation={School of Architecture, Linyi University, Linyi, Shandong 276000, China; School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, Shaanxi 710055, China},
    }
  • P. Ni and Y. Xia, Decentralized damage detection for nonlinear structures, , 2017.
    [Bibtex]
    @BOOK{Ni20171369,
    author={Ni, P. and Xia, Y.},
    title={Decentralized damage detection for nonlinear structures},
    journal={Mechanics of Structures and Materials: Advancements and Challenges - Proceedings of the 24th Australasian Conference on the Mechanics of Structures and Materials, ACMSM24 2016},
    year={2017},
    pages={1369-1374},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85036475909&partnerID=40&md5=cff02fe193ecfa32dbcc49466e13b421},
    affiliation={Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong},
    }
  • [DOI] N. ∅ystad-Larsen, E. Erduran, and A. M. Kaynia, “Evaluation of effect of confinement on the collapse probability of reinforced concrete frames subjected to earthquakes.” 2017, pp. 784-789.
    [Bibtex]
    @CONFERENCE{∅ystad-Larsen2017784,
    author={∅ystad-Larsen, N. and Erduran, E. and Kaynia, A.M.},
    title={Evaluation of effect of confinement on the collapse probability of reinforced concrete frames subjected to earthquakes},
    journal={Procedia Engineering},
    year={2017},
    volume={199},
    pages={784-789},
    doi={10.1016/j.proeng.2017.09.074},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029910539&doi=10.1016%2fj.proeng.2017.09.074&partnerID=40&md5=add01b8ae608bc21e0a80fcbc9c8ee95},
    affiliation={Department of Structural Engineering, NTNU, Norwegian University of Technology and Natural Science, Trondheim, 7491, Norway; Ramboll, Oslo, 0213, Norway; Norwegian Geotechnical Institute, Oslo, Norway},
    }
  • [DOI] S. Kechidi, N. Bourahla, and J. M. Castro, “Seismic design procedure for cold-formed steel sheathed shear wall frames: proposal and evaluation,” Journal of constructional steel research, vol. 128, pp. 219-232, 2017.
    [Bibtex]
    @ARTICLE{Kechidi2017219,
    author={Kechidi, S. and Bourahla, N. and Castro, J.M.},
    title={Seismic design procedure for cold-formed steel sheathed shear wall frames: Proposal and evaluation},
    journal={Journal of Constructional Steel Research},
    year={2017},
    volume={128},
    pages={219-232},
    doi={10.1016/j.jcsr.2016.08.018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-84984645656&doi=10.1016%2fj.jcsr.2016.08.018&partnerID=40&md5=fea161878ab547beb1a55181e73f0203},
    affiliation={Geomaterials and Civil Engineering Laboratory, Department of Civil Engineering, Faculty of Technology, University of Blida 1, P.O. Box 270, Blida, 09000, Algeria; Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias s/n, Porto, 4200-465, Portugal},
    }
  • M. Gerami and A. A. Darestani, “Investigation on seismic effects of near-field ground motions on damage of steel moment frames using cumulative damage index,” Asian journal of civil engineering, vol. 18, iss. 5, pp. 823-835, 2017.
    [Bibtex]
    @ARTICLE{Gerami2017823,
    author={Gerami, M. and Darestani, A.A.},
    title={Investigation on seismic effects of near-field ground motions on damage of steel moment frames using cumulative damage index},
    journal={Asian Journal of Civil Engineering},
    year={2017},
    volume={18},
    number={5},
    pages={823-835},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85022324190&partnerID=40&md5=3012b1d95f6541b3c59d7d39fe761997},
    affiliation={Civil Engineering Department, Faculty of Engineering, Semnan University, Iran; Earthquake Engineering, Faculty of Civil Engineering, Semnan University, Iran},
    }
  • [DOI] M. Abbasi and M. A. Moustafa, “Effect of shear keys on seismic response of irregular bridge configurations,” Transportation research record, vol. 2642, iss. 1, pp. 155-165, 2017.
    [Bibtex]
    @ARTICLE{Abbasi2017155,
    author={Abbasi, M. and Moustafa, M.A.},
    title={Effect of shear keys on seismic response of irregular bridge configurations},
    journal={Transportation Research Record},
    year={2017},
    volume={2642},
    number={1},
    pages={155-165},
    doi={10.3141/2642-17},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057973948&doi=10.3141%2f2642-17&partnerID=40&md5=d4b6095d5c5b00f5c1ec481ed7da474d},
    affiliation={Department of Civil and Environmental Engineering, University of Nevada, Reno, MS 0258, Reno, NV 89557, United States},
    }
  • [DOI] B. Asgarian and B. Ordoubadi, “Probabilistic evaluation of seismic performance for a steel moment frame using damage indices.” 2017, pp. 1779-1796.
    [Bibtex]
    @CONFERENCE{Asgarian20171779,
    author={Asgarian, B. and Ordoubadi, B.},
    title={Probabilistic evaluation of seismic performance for a steel moment frame using damage indices},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={1779-1796},
    doi={10.7712/120117.5528.17007},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042476884&doi=10.7712%2f120117.5528.17007&partnerID=40&md5=59061d0dc8f58273afa551e8ce3acb13},
    affiliation={K.N.Toosi University of Technology, Department of Civil Engineering, Iran; K.N.Toosi University of Technology, Department of Civil Engineering, Iran},
    }
  • [DOI] J. Liu and M. Yamanari, “Downsizing of members through numerical analysis of steel multi-storied frame with passive friction dampers at base.” 2017, pp. 4331-4341.
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    @CONFERENCE{Liu20174331,
    author={Liu, J. and Yamanari, M.},
    title={Downsizing of members through numerical analysis of steel multi-storied frame with passive friction dampers at base},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={2},
    pages={4331-4341},
    doi={10.7712/120117.5727.17270},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042254098&doi=10.7712%2f120117.5727.17270&partnerID=40&md5=ca077f149a44d17b02d92792b4e2e6f8},
    affiliation={Graduate School of Science and Technology, Kumamoto University, 2-39-1 Kurokami, Chuo-ku, Kumamoto, 860-8555, Japan; Faculty of Advanced Science and Technology, Division of Material Science, Building Structure and Disaster Prevention, Kumamoto University, 2-39-1 Kurokami, Chuo-ku, Kumamoto, 860-8555, Japan},
    }
  • [DOI] S. Karimzadeh, K. Kadaş, A. Askan, M. Altuǧ Erberik, and A. Yakut, “A study on fragility analyses of masonry buildings in erzincan (turkey) utilizing simulated and real ground motion records.” 2017, pp. 188-193.
    [Bibtex]
    @CONFERENCE{Karimzadeh2017188,
    author={Karimzadeh, S. and Kadaş, K. and Askan, A. and Altuǧ Erberik, M. and Yakut, A.},
    title={A study on fragility analyses of masonry buildings in Erzincan (Turkey) utilizing simulated and real ground motion records},
    journal={Procedia Engineering},
    year={2017},
    volume={199},
    pages={188-193},
    doi={10.1016/j.proeng.2017.09.237},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029900334&doi=10.1016%2fj.proeng.2017.09.237&partnerID=40&md5=42fc5b23a4a19a6ad1c16b34ad05beb8},
    affiliation={Middle East Technical University, Department of Civil Engineering, Universiteler, Dumlupinar Bulvari No:1, Cankaya, Ankara, 06800, Turkey},
    }
  • [DOI] R. M. Hessabi, O. Mercan, and B. Ozturk, “Exploring the effects of tuned mass dampers on the seismic performance of structures with nonlinear base isolation systems,” Earthquake and structures, vol. 12, iss. 3, pp. 285-296, 2017.
    [Bibtex]
    @ARTICLE{Hessabi2017285,
    author={Hessabi, R.M. and Mercan, O. and Ozturk, B.},
    title={Exploring the effects of tuned mass dampers on the seismic performance of structures with nonlinear base isolation systems},
    journal={Earthquake and Structures},
    year={2017},
    volume={12},
    number={3},
    pages={285-296},
    doi={10.12989/eas.2017.12.3.285},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85016434724&doi=10.12989%2feas.2017.12.3.285&partnerID=40&md5=6c5161c8f8988c8d8e335545948ac809},
    affiliation={Department of Civil Engineering, University of Toronto, 35 St. George Street, Toronto, ON M5S 1A4, Canada; Civil Engineering Department, Hacettepe University, Ankara, Turkey},
    }
  • [DOI] M. Donà, A. H. Muhr, G. Tecchio, S. Salvia, and C. Modena, “Effectiveness of the rbrl isolation system: evidences from seismic tests and numerical simulation.” 2017, pp. 391-406.
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    @CONFERENCE{Donà2017391,
    author={Donà, M. and Muhr, A.H. and Tecchio, G. and Salvia, S. and Modena, C.},
    title={Effectiveness of the RBRL isolation system: evidences from seismic tests and numerical simulation},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={391-406},
    doi={10.7712/120117.5428.18432},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042506277&doi=10.7712%2f120117.5428.18432&partnerID=40&md5=aec9a113d3ca16c234a38e1d498d5c42},
    affiliation={Department ICEA, University of Padova, Via F. Marzolo, 9, Padova, 35131, Italy; Tun Abdul Razak Research Centre, TARRC Brickendonbury, Hertford, SG13 8NL, United Kingdom},
    }
  • [DOI] K. Nezamisavojbolaghi, M. Hosseini, and A. Shafiei, “Numerical modeling of infills in asymmetric steel moment frames for their dynamic analysis with progressive collapse approach.” 2017, pp. 1403-1418.
    [Bibtex]
    @CONFERENCE{Nezamisavojbolaghi20171403,
    author={Nezamisavojbolaghi, K. and Hosseini, M. and Shafiei, A.},
    title={Numerical modeling of infills in asymmetric steel moment frames for their dynamic analysis with progressive collapse approach},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={1403-1418},
    doi={10.7712/120117.5501.17848},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042493268&doi=10.7712%2f120117.5501.17848&partnerID=40&md5=35794ed6899addf80cdd714c6132de85},
    affiliation={Department of Civil Engineering, Mahabad Branch, Islamic Azad University, Mahabad, Iran; Structural Engineering Research Center, International Institute of Earthquake, Tehran, Iran; Department of Civil Engineering, Mahabad Branch, Islamic Azad University, Mahabad, Iran},
    }
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    @ARTICLE{Verma20171081,
    author={Verma, A. and Sahoo, D.R.},
    title={Estimation of lateral force contribution of boundary elements in steel plate shear wall systems},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2017},
    volume={46},
    number={7},
    pages={1081-1098},
    doi={10.1002/eqe.2845},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85006172653&doi=10.1002%2feqe.2845&partnerID=40&md5=6ef34a234f6c776adf0563a9413a1a39},
    affiliation={Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, 110016, India},
    }
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    @CONFERENCE{Chen20174452,
    author={Chen, L.-B. and Wang, H.-H. and Gu, Y.},
    title={Seismic vulnerability models of piers under near-fault ground motions},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={2},
    pages={4452-4463},
    doi={10.7712/120117.5737.17350},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042293195&doi=10.7712%2f120117.5737.17350&partnerID=40&md5=3fa9ea5322a46f9d043a72a76c9c6143},
    affiliation={Civil Engineering College, Fuzhou University, Xueyuan Road No.2, University Town, Fuzhou City, Fujian Province, China},
    }
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    @ARTICLE{Avossa2017441,
    author={Avossa, A.M. and Demartino, C. and Ricciardelli, F.},
    title={Assessment of the peak response of a 5MW HAWT under combined wind and seismic induced loads},
    journal={Open Construction and Building Technology Journal},
    year={2017},
    volume={11},
    pages={441-457},
    doi={10.2174/1874836801711010441},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85040035991&doi=10.2174%2f1874836801711010441&partnerID=40&md5=88e2adbcfac0e7051320a89ea1793211},
    affiliation={Department of Civil Engineering, Design, Building and Environment, University of Campania Luigi Vanvitelli, Aversa, Caserta, Italy; College of Civil Engineering, Nanjing Tech University, Nanjing, Jiangsu, China},
    }
  • [DOI] A. Tsiavos, D. Schlatter, T. Markic, and B. Stojadinovic, “Experimental and analytical investigation of the inelastic behavior of structures isolated using friction pendulum bearings.” 2017, pp. 465-470.
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    @CONFERENCE{Tsiavos2017465,
    author={Tsiavos, A. and Schlatter, D. and Markic, T. and Stojadinovic, B.},
    title={Experimental and analytical investigation of the inelastic behavior of structures isolated using friction pendulum bearings},
    journal={Procedia Engineering},
    year={2017},
    volume={199},
    pages={465-470},
    doi={10.1016/j.proeng.2017.09.047},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029907792&doi=10.1016%2fj.proeng.2017.09.047&partnerID=40&md5=b8c46e8f88fec9d92754313bcf84f3df},
    affiliation={Institute of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zürich, HIL, E 12. 1, Stefano -Franscini-Platz 5, Zürich, 8093, Switzerland},
    }
  • Y. Wang, L. Ibarra, and C. Pantelides, “Effects of ground motion incidence angles in a reinforced concrete skewed bridge retrofitted with bucking restrained braces.” 2017, pp. 481-493.
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    @CONFERENCE{Wang2017481,
    author={Wang, Y. and Ibarra, L. and Pantelides, C.},
    title={Effects of Ground Motion Incidence Angles in a Reinforced Concrete Skewed Bridge Retrofitted with Bucking Restrained Braces},
    journal={Structures Congress 2017: Bridges and Transportation Structures - Selected Papers from the Structures Congress 2017},
    year={2017},
    pages={481-493},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019077217&partnerID=40&md5=98ceac44e2ba0933f17d69a8fb7cd516},
    affiliation={Dept. of Civil and Environmental Engineering, Univ. of Utah, Salt Lake City, UT 84112, United States},
    }
  • S. Jafari and S. S. Mahini, “Effect of frp length on damage and seismic performance of retrofitted ordinary rc frames.” 2017, pp. 951-960.
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    @CONFERENCE{Jafari2017951,
    author={Jafari, S. and Mahini, S.S.},
    title={Effect of FRP length on damage and seismic performance of retrofitted ordinary RC frames},
    journal={SHMII 2017 - 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Proceedings},
    year={2017},
    pages={951-960},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050165849&partnerID=40&md5=c87c8a0185af3cd339d6300a949d16d7},
    affiliation={Department of Civil Engineering, Shiraz University of Techlogy, Iran; Discipline of Civil and Environmental Engineering, University of New England, Australia},
    }
  • [DOI] M. Zahedi and S. Eshghi, “Seismic collapse risk assessment of mid-rise concrete buildings in tehran megacity.” 2017, pp. 1450-1463.
    [Bibtex]
    @CONFERENCE{Zahedi20171450,
    author={Zahedi, M. and Eshghi, S.},
    title={Seismic collapse risk assessment of mid-rise concrete buildings in Tehran megacity},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={1450-1463},
    doi={10.7712/120117.5505.18294},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042488426&doi=10.7712%2f120117.5505.18294&partnerID=40&md5=692e9edd7049b714a7c5d823ca95a370},
    affiliation={Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology (IIEES), No. 21, Arghavan St., North Dibajie, Farmanieh, Tehran, Iran},
    }
  • [DOI] V. Angelidakis, V. Kardoutsou, I. Psycharis, and I. Taflampas, “Investigation of the effect of directivity pulses on the seismic response of a curved rc bridge.” 2017, pp. 2985-2990.
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    @CONFERENCE{Angelidakis20172985,
    author={Angelidakis, V. and Kardoutsou, V. and Psycharis, I. and Taflampas, I.},
    title={Investigation of the effect of directivity pulses on the seismic response of a curved RC bridge},
    journal={Procedia Engineering},
    year={2017},
    volume={199},
    pages={2985-2990},
    doi={10.1016/j.proeng.2017.09.539},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029898119&doi=10.1016%2fj.proeng.2017.09.539&partnerID=40&md5=1bde84910021bc7ff27257c39fe44f09},
    affiliation={School of Civil Engineering, National Technical University of Athens, Heroon Polytechneiou 9, Zografou, 15780, Greece},
    }
  • [DOI] M. T. De Risi, P. Ricci, and G. M. Verderame, “Cyclic response and nonlinar modeling of exterior unreinforced rc beam-column joints with plain longitudinal bars.” 2017, pp. 1590-1605.
    [Bibtex]
    @CONFERENCE{DeRisi20171590,
    author={De Risi, M.T. and Ricci, P. and Verderame, G.M.},
    title={Cyclic response and nonlinar modeling of exterior unreinforced rc beam-column joints with plain longitudinal bars},
    journal={COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering},
    year={2017},
    volume={1},
    pages={1590-1605},
    doi={10.7712/120117.5515.17511},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85025093069&doi=10.7712%2f120117.5515.17511&partnerID=40&md5=0d22ad918d851dfc9393668dfe57a373},
    affiliation={University of Naples Federico II, Department of Structures for Engineering and Architecture, via Claudio, 21, Naples, 80125, Italy},
    }

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