MAIN PAPERS PUBLISHED IN 2018

EOS reports a list of the last papers on OpenSEES

  • [DOI] Y. Zhang, “A study on the higher mode effect of rocking self-centering tall piers [摇摆自复位高墩高阶效应研究],” Zhendong yu chongji/journal of vibration and shock, vol. 37, iss. 24, pp. 66-71, 2018.
    [Bibtex]
    @ARTICLE{Zhang201866,
    author={Zhang, Y.},
    title={A study on the higher mode effect of rocking self-centering tall piers [摇摆自复位高墩高阶效应研究]},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={24},
    pages={66-71},
    doi={10.13465/j.cnki.jvs.2018.24.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061584698&doi=10.13465%2fj.cnki.jvs.2018.24.011&partnerID=40&md5=038fe7e58a0d3832f1e760c74b2928a1},
    affiliation={School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China},
    }
  • [DOI] W. Wu, L. Li, S. Tang, and X. Zhang, “Sensitivity investigation of modeling uncertainty for seismic demand analysis of bridges [桥梁地震需求分析中建模不确定性的敏感性研究],” Zhendong yu chongji/journal of vibration and shock, vol. 37, iss. 24, p. 257-264 and 270, 2018.
    [Bibtex]
    @ARTICLE{Wu2018,
    author={Wu, W. and Li, L. and Tang, S. and Zhang, X.},
    title={Sensitivity investigation of modeling uncertainty for seismic demand analysis of bridges [桥梁地震需求分析中建模不确定性的敏感性研究]},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={24},
    pages={257-264 and 270},
    doi={10.13465/j.cnki.jvs.2018.24.038},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061581485&doi=10.13465%2fj.cnki.jvs.2018.24.038&partnerID=40&md5=705fccaeef031d7a0c9b2a9aae271545},
    affiliation={College of Civil Engineering and Mechanics, Xiangtan University, Xiangtan, 411105, China; College of Civil Engineering, Hunan University, Changsha, 410082, China; Key Laboratory of Dynamics and Reliability of Structures, College of Hunan Province, Xiangtan University, Xiangtan, 411105, China},
    }
  • [DOI] C. Xia and C. Liu, “Explicit fiber element and its application to piers under multipulse near-fault earthquake motion,” Structural design of tall and special buildings, vol. 27, iss. 18, 2018.
    [Bibtex]
    @ARTICLE{Xia2018,
    author={Xia, C. and Liu, C.},
    title={Explicit fiber element and its application to piers under multipulse near-fault earthquake motion},
    journal={Structural Design of Tall and Special Buildings},
    year={2018},
    volume={27},
    number={18},
    doi={10.1002/tal.1547},
    art_number={e1547},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052787421&doi=10.1002%2ftal.1547&partnerID=40&md5=9eaaa44586ce8a3e04e7c9c8928954c9},
    affiliation={Institute of Earthquake Engineering, Dalian University of Technology, Dalian City, China; State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian City, China},
    }
  • [DOI] G. Baltzopoulos, R. Baraschino, I. Iervolino, and D. Vamvatsikos, “Dynamic analysis of single-degree-of-freedom systems (dyanas): a graphical user interface for opensees,” Engineering structures, vol. 177, pp. 395-408, 2018.
    [Bibtex]
    @ARTICLE{Baltzopoulos2018395,
    author={Baltzopoulos, G. and Baraschino, R. and Iervolino, I. and Vamvatsikos, D.},
    title={Dynamic analysis of single-degree-of-freedom systems (DYANAS): A graphical user interface for OpenSees},
    journal={Engineering Structures},
    year={2018},
    volume={177},
    pages={395-408},
    doi={10.1016/j.engstruct.2018.09.078},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054301898&doi=10.1016%2fj.engstruct.2018.09.078&partnerID=40&md5=7b1d376fbbeae71468731b0adf4585d3},
    affiliation={University of Naples Federico II, Department of Structures for Engineering and Architecture, Via Claudio 21, Naples, Italy; National Technical University of Athens, Department of Civil Engineering, Heroon Polytechneiou 9, Athens, Greece},
    }
  • [DOI] G. Blasi, F. De Luca, and M. A. Aiello, “Brittle failure in rc masonry infilled frames: the role of infill overstrength,” Engineering structures, vol. 177, pp. 506-518, 2018.
    [Bibtex]
    @ARTICLE{Blasi2018506,
    author={Blasi, G. and De Luca, F. and Aiello, M.A.},
    title={Brittle failure in RC masonry infilled frames: The role of infill overstrength},
    journal={Engineering Structures},
    year={2018},
    volume={177},
    pages={506-518},
    doi={10.1016/j.engstruct.2018.09.079},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054425946&doi=10.1016%2fj.engstruct.2018.09.079&partnerID=40&md5=5e0ad7550ecf1a7f5e9e1e07b297686c},
    affiliation={Department of Civil Engineering, University of Bristol, Queen's Building, University Walk, Bristol, BS8 1TR, United Kingdom; Department of Innovation Engineering, University of Salento, Via Monteroni, Lecce, 73100, Italy},
    }
  • [DOI] T. -H. Lee, V. -H. Nguyen, V. -T. Phan, and D. -D. Nguyen, “Seismic margin assessment of a reinforced concrete skewed bridge in a nuclear power plant.” 2018.
    [Bibtex]
    @CONFERENCE{Lee2018,
    author={Lee, T.-H. and Nguyen, V.-H. and Phan, V.-T. and Nguyen, D.-D.},
    title={Seismic margin assessment of a reinforced concrete skewed bridge in a nuclear power plant},
    journal={MATEC Web of Conferences},
    year={2018},
    volume={251},
    doi={10.1051/matecconf/201825102019},
    art_number={02019},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059182728&doi=10.1051%2fmatecconf%2f201825102019&partnerID=40&md5=f5e17ce6e1bc8f0ca9f2969fe68c6084},
    affiliation={Department of Civil Engineering, Konkuk University, Seoul, South Korea; Department of Civil Engineering, Vinh University, Vinh, Viet Nam; Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow, 129337, Russian Federation},
    }
  • Z. Sun, Y. Liu, B. Si, and Y. Shi, “Nonlinear analysis model for pile-soil-pier interaction based on opensees platform [基于opensees的桩-土-桥墩相互作用非线性数值分析模型],” World information on earthquake engineering, vol. 34, iss. 4, pp. 67-74, 2018.
    [Bibtex]
    @ARTICLE{Sun201867,
    author={Sun, Z. and Liu, Y. and Si, B. and Shi, Y.},
    title={Nonlinear analysis model for pile-soil-pier interaction based on OpenSees platform [基于OpenSees的桩-土-桥墩相互作用非线性数值分析模型]},
    journal={World Information on Earthquake Engineering},
    year={2018},
    volume={34},
    number={4},
    pages={67-74},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061702573&partnerID=40&md5=da62c8e27de68aad6702268d6d2ae99b},
    affiliation={School of Civil Engineering, Institute of Disaster Prevention, Beijing, 101601, China; Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, 116024, China; School of Civil Engineering, Lanzhou University of Technology, Lanzhou, 730050, China},
    }
  • [DOI] Z. Qiang, L. Yaozhuang, and K. Kolozvari, “Numerical modeling of steel–concrete composite structures,” Structural concrete, vol. 19, iss. 6, pp. 1727-1739, 2018.
    [Bibtex]
    @ARTICLE{Qiang20181727,
    author={Qiang, Z. and Yaozhuang, L. and Kolozvari, K.},
    title={Numerical modeling of steel–concrete composite structures},
    journal={Structural Concrete},
    year={2018},
    volume={19},
    number={6},
    pages={1727-1739},
    doi={10.1002/suco.201700094},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045081132&doi=10.1002%2fsuco.201700094&partnerID=40&md5=6a1098adcf28d100d10a2c2792407e6d},
    affiliation={Institute of Disaster Prevention Science and Safety Technology, Central South University, Changsha, China; Department of Civil and Environment Engineering, California State University, Fullerton, CA, United States},
    }
  • [DOI] D. Forcellini and L. Gallanti, “Seismic assessment of storey isolation on tall buildings,” Innovative infrastructure solutions, vol. 3, iss. 1, 2018.
    [Bibtex]
    @ARTICLE{Forcellini2018,
    author={Forcellini, D. and Gallanti, L.},
    title={Seismic assessment of storey isolation on tall buildings},
    journal={Innovative Infrastructure Solutions},
    year={2018},
    volume={3},
    number={1},
    doi={10.1007/s41062-018-0163-2},
    art_number={58},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057818383&doi=10.1007%2fs41062-018-0163-2&partnerID=40&md5=c5d361cf25032646d421de66fd0d08ce},
    affiliation={University of San Marino, San Marino, San Marino},
    }
  • [DOI] T. Yarlagadda, H. Hajiloo, L. Jiang, M. Green, and A. Usmani, “Preliminary modelling of plasco tower collapse,” International journal of high-rise buildings, vol. 7, iss. 4, pp. 397-408, 2018.
    [Bibtex]
    @ARTICLE{Yarlagadda2018397,
    author={Yarlagadda, T. and Hajiloo, H. and Jiang, L. and Green, M. and Usmani, A.},
    title={Preliminary modelling of Plasco Tower collapse},
    journal={International Journal of High-Rise Buildings},
    year={2018},
    volume={7},
    number={4},
    pages={397-408},
    doi={10.21022/IJHRB.2018.7.4.397},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057784118&doi=10.21022%2fIJHRB.2018.7.4.397&partnerID=40&md5=e44017cd3c09852531555362a97969dd},
    affiliation={Department of Building Services Engineering, The Hong Kong Polytechnic University, Hong Kong; Department of Civil Engineering, Queen's University, Kingston, ON, Canada},
    }
  • [DOI] H. Hamidi, H. Khosravi, and R. Soleimani, “Fling-step ground motions simulation using theoretical-based green’s function technique for structural analysis,” Soil dynamics and earthquake engineering, vol. 115, pp. 232-245, 2018.
    [Bibtex]
    @ARTICLE{Hamidi2018232,
    author={Hamidi, H. and Khosravi, H. and Soleimani, R.},
    title={Fling-step ground motions simulation using theoretical-based Green's function technique for structural analysis},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2018},
    volume={115},
    pages={232-245},
    doi={10.1016/j.soildyn.2018.08.023},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052858792&doi=10.1016%2fj.soildyn.2018.08.023&partnerID=40&md5=acbe395dfe00baa45a3feebf8d9a50d7},
    affiliation={Faculty of Civil Engineering, Babol Noshirvani University of Technology, Iran},
    }
  • [DOI] D. Xu, P. Lü, W. Liu, W. Lu, and G. Xia, “Experimental study on seismic performance of light wood-framed shear walls with calcium silicate panels [硅酸钙板轻型木结构剪力墙抗震性能试验研究],” Jianzhu jiegou xuebao/journal of building structures, vol. 39, pp. 198-206, 2018.
    [Bibtex]
    @ARTICLE{Xu2018198,
    author={Xu, D. and Lü, P. and Liu, W. and Lu, W. and Xia, G.},
    title={Experimental study on seismic performance of light wood-framed shear walls with calcium silicate panels [硅酸钙板轻型木结构剪力墙抗震性能试验研究]},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    pages={198-206},
    doi={10.14006/j.jzjgxb.2018.S2.027},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063269280&doi=10.14006%2fj.jzjgxb.2018.S2.027&partnerID=40&md5=b5da158aafe0e9a652026ec905451e33},
    affiliation={College of Civil Engineering, Nanjing Tech University, Nanjing, 211816, China},
    }
  • [DOI] G. Eftekhar and G. Nouri, “Seismic performance assessment of high-rise buildings with different lateral load resisting systems under near-field earthquakes with fling step,” Iranian journal of science and technology – transactions of civil engineering, vol. 42, iss. 4, pp. 361-370, 2018.
    [Bibtex]
    @ARTICLE{Eftekhar2018361,
    author={Eftekhar, G. and Nouri, G.},
    title={Seismic Performance Assessment of High-Rise Buildings with Different Lateral Load Resisting Systems Under Near-Field Earthquakes with Fling Step},
    journal={Iranian Journal of Science and Technology - Transactions of Civil Engineering},
    year={2018},
    volume={42},
    number={4},
    pages={361-370},
    doi={10.1007/s40996-018-0116-1},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054920546&doi=10.1007%2fs40996-018-0116-1&partnerID=40&md5=e5f13b8c1ae232e93463dff192c4d80b},
    affiliation={Department of Engineering, Kharazmi University, Tehran, Iran},
    }
  • [DOI] C. Wu, Z. Pan, Y. L. Mo, M. Li, and S. Meng, “Modeling of shear-critical reinforced engineered cementitious composites members under reversed cyclic loading,” Structural concrete, vol. 19, iss. 6, pp. 1689-1701, 2018.
    [Bibtex]
    @ARTICLE{Wu20181689,
    author={Wu, C. and Pan, Z. and Mo, Y.L. and Li, M. and Meng, S.},
    title={Modeling of shear-critical reinforced engineered cementitious composites members under reversed cyclic loading},
    journal={Structural Concrete},
    year={2018},
    volume={19},
    number={6},
    pages={1689-1701},
    doi={10.1002/suco.201700231},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044276718&doi=10.1002%2fsuco.201700231&partnerID=40&md5=0b571ab88d1c34d3a3dfcc3bcfa116f5},
    affiliation={Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Kowloon, Hong Kong; College of Civil Engineering, Tongji University, Shanghai, China; Department of Civil and Environmental Engineering, University of Houston, Houston, TX, United States; Department of Civil and Environmental Engineering, University of California, Irvine, Irvine, CA, United States; School of Civil Engineering, Southeast University, Nanjing, China},
    }
  • [DOI] Z. Li, X. Wang, M. He, and W. Dong, “Experimental investigation of timber-steel hybrid walls and seismic design method for timber-steel hybrid structural system [钢木混合墙体抗侧性能试验及钢木混合结构抗震设计方法],” Jianzhu jiegou xuebao/journal of building structures, vol. 39, pp. 191-197, 2018.
    [Bibtex]
    @ARTICLE{Li2018191,
    author={Li, Z. and Wang, X. and He, M. and Dong, W.},
    title={Experimental investigation of timber-steel hybrid walls and seismic design method for timber-steel hybrid structural system [钢木混合墙体抗侧性能试验及钢木混合结构抗震设计方法]},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    pages={191-197},
    doi={10.14006/j.jzjgxb.2018.S2.026},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063298360&doi=10.14006%2fj.jzjgxb.2018.S2.026&partnerID=40&md5=fccb2cdaa96a50f285b1e2cddf6e5bdd},
    affiliation={Department of Structural Engineering, Tongji University, Shanghai, 200092, China; Department of Civil & Natural Resources Engineering, University of Canterbury, Christchurch, 8041, New Zealand},
    }
  • [DOI] M. G. Sfahani and H. Guana, “An extended cloud analysis method for seismic fragility assessment of highway bridges,” Earthquake and structures, vol. 15, iss. 6, pp. 605-616, 2018.
    [Bibtex]
    @ARTICLE{Sfahani2018605,
    author={Sfahani, M.G. and Guana, H.},
    title={An extended cloud analysis method for seismic fragility assessment of highway bridges},
    journal={Earthquake and Structures},
    year={2018},
    volume={15},
    number={6},
    pages={605-616},
    doi={10.12989/eas.2018.15.6.605},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059390465&doi=10.12989%2feas.2018.15.6.605&partnerID=40&md5=24794fa4fbada4f710cf374430ec94a0},
    affiliation={Griffith School of Engineering and Built Environment, Griffith University Gold Coast CampusQLD 4222, Australia},
    }
  • J. -W. Wang, S. -G. Ding, W. -G. Bai, Y. -Q. Zhang, and J. Guo, “Seismic damage assessment and influence parameter analysis of precast segmental prestressed piers [装配式预应力桥墩地震损伤评估及影响参数分析],” Zhongguo gonglu xuebao/china journal of highway and transport, vol. 31, iss. 12, pp. 258-266, 2018.
    [Bibtex]
    @ARTICLE{Wang2018258,
    author={Wang, J.-W. and Ding, S.-G. and Bai, W.-G. and Zhang, Y.-Q. and Guo, J.},
    title={Seismic Damage Assessment and Influence Parameter Analysis of Precast Segmental Prestressed Piers [装配式预应力桥墩地震损伤评估及影响参数分析]},
    journal={Zhongguo Gonglu Xuebao/China Journal of Highway and Transport},
    year={2018},
    volume={31},
    number={12},
    pages={258-266},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062297700&partnerID=40&md5=46e7a7d1481fbf547ed8579fd2a84d9f},
    affiliation={School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, Hebei 050043, China; Key Laboratory of Roads and Railway Engineering Safety Control of Ministry of Education, Shijiazhuang Tiedao University, Shijiazhuang, Hebei 050043, China},
    }
  • [DOI] X. Wang and Y. Qian, “Sensitivity analysis of the seismic demands of frame structures [框架结构地震需求敏感性分析],” Zhendong yu chongji/journal of vibration and shock, vol. 37, iss. 22, pp. 104-110, 2018.
    [Bibtex]
    @ARTICLE{Wang2018104,
    author={Wang, X. and Qian, Y.},
    title={Sensitivity analysis of the seismic demands of frame structures [框架结构地震需求敏感性分析]},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={22},
    pages={104-110},
    doi={10.13465/j.cnki.jvs.2018.22.016},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060036871&doi=10.13465%2fj.cnki.jvs.2018.22.016&partnerID=40&md5=0793b8e5d5fbbe5ce53d70793f435e6b},
    affiliation={Civil Engineering School, Southwest Jiaotong University, Chengdu, 610031, China},
    }
  • [DOI] H. Li and L. Li, “Bridge fragility analysis based on an improved uniform design-response surface methodology [基于改进均匀设计响应面的桥梁地震易损性分析],” Zhendong yu chongji/journal of vibration and shock, vol. 37, iss. 22, pp. 245-254, 2018.
    [Bibtex]
    @ARTICLE{Li2018245,
    author={Li, H. and Li, L.},
    title={Bridge fragility analysis based on an improved uniform design-response surface methodology [基于改进均匀设计响应面的桥梁地震易损性分析]},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={22},
    pages={245-254},
    doi={10.13465/j.cnki.jvs.2018.22.037},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060019894&doi=10.13465%2fj.cnki.jvs.2018.22.037&partnerID=40&md5=d69f1ac6ea039a680455be7deca79095},
    affiliation={College of Civil Engineering, Hunan University, Changsha, 410082, China; Key Laboratory for Wind and Bridge Engineering of Hunan Province, Changsha, 410082, China},
    }
  • [DOI] T. Li, Y. Sui, M. Su, H. Zhang, and X. Gao, “Study on real time hybrid simulation test of an eccentrically braced frame as test sub-structure [偏心支撑框架子结构实时混合仿真试验研究],” Hunan daxue xuebao/journal of hunan university natural sciences, vol. 45, iss. 11, pp. 46-53, 2018.
    [Bibtex]
    @ARTICLE{Li201846,
    author={Li, T. and Sui, Y. and Su, M. and Zhang, H. and Gao, X.},
    title={Study on Real Time Hybrid Simulation Test of an Eccentrically Braced Frame as Test Sub-structure [偏心支撑框架子结构实时混合仿真试验研究]},
    journal={Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences},
    year={2018},
    volume={45},
    number={11},
    pages={46-53},
    doi={10.16339/j.cnki.hdxbzkb.2018.11.006},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061502775&doi=10.16339%2fj.cnki.hdxbzkb.2018.11.006&partnerID=40&md5=7ffd1559817a7d47b53192a806117d20},
    affiliation={School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, 710055, China; Key Laboratory of Structural Engineering and Earthquake Resistance of the Ministry of Education, Xi'an University of Architecture and Technology, Xi'an, 710055, China; MTS Systems Corporation, 14000 Technology Drive Eden PrairieMN 55344, United States},
    }
  • [DOI] H. Zhang, S. Hou, and J. Ou, “Validation of finite element model by smart aggregate-based stress monitoring,” Sensors (basel, switzerland), vol. 18, iss. 11, 2018.
    [Bibtex]
    @ARTICLE{Zhang2018,
    author={Zhang, H. and Hou, S. and Ou, J.},
    title={Validation of Finite Element Model by Smart Aggregate-Based Stress Monitoring},
    journal={Sensors (Basel, Switzerland)},
    year={2018},
    volume={18},
    number={11},
    doi={10.3390/s18114062},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057135021&doi=10.3390%2fs18114062&partnerID=40&md5=aba3e436252f73b1cd7627546400b05e},
    affiliation={Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen, 518055, China; Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin, 150090, China; School of Civil & Transportation Engineering, South China University of Technology, Guangzhou, 510641, China},
    }
  • [DOI] Z. Mei, B. Wu, G. Yang, and Y. Liu, “Model updating hybrid simulation of reinforced concrete structures [钢筋混凝土结构的模型更新混合试验方法],” Gongcheng kexue yu jishu/advanced engineering science, vol. 50, iss. 6, pp. 65-70, 2018.
    [Bibtex]
    @ARTICLE{Mei201865,
    author={Mei, Z. and Wu, B. and Yang, G. and Liu, Y.},
    title={Model Updating Hybrid Simulation of Reinforced Concrete Structures [钢筋混凝土结构的模型更新混合试验方法]},
    journal={Gongcheng Kexue Yu Jishu/Advanced Engineering Science},
    year={2018},
    volume={50},
    number={6},
    pages={65-70},
    doi={10.15961/j.jsuese.201800616},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061243740&doi=10.15961%2fj.jsuese.201800616&partnerID=40&md5=cf6e2b0b8baa4a3d75c1268fd90ad589},
    affiliation={College of Architecture & Environment, Sichuan Univ., Chengdu, 610065, China; School of Civil Eng. and Architecture, Wuhan Univ. of Technol., Wuhan, 430070, China; School of Civil Eng., Harbin Inst. of Technol., Harbin, 150090, China},
    }
  • [DOI] Y. Liu, J. Han, and X. Wang, “Investigation on seismic performance of bridge with self-centering friction dampers [具自复位摩擦阻尼器的桥梁隔震性能研究],” Gongcheng kexue yu jishu/advanced engineering science, vol. 50, iss. 6, pp. 77-83, 2018.
    [Bibtex]
    @ARTICLE{Liu201877,
    author={Liu, Y. and Han, J. and Wang, X.},
    title={Investigation on Seismic Performance of Bridge with Self-centering Friction Dampers [具自复位摩擦阻尼器的桥梁隔震性能研究]},
    journal={Gongcheng Kexue Yu Jishu/Advanced Engineering Science},
    year={2018},
    volume={50},
    number={6},
    pages={77-83},
    doi={10.15961/j.jsuese.201800601},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061269232&doi=10.15961%2fj.jsuese.201800601&partnerID=40&md5=1a70b414a3c06920362bacb5b6e251ba},
    affiliation={School of Civil Eng., Lanzhou Univ. of Technol., Lanzhou, 730050, China; School of Civil Eng., Northwest Univ. for Nationalities, Lanzhou, 730030, China},
    }
  • [DOI] M. Kumar and A. S. Whittaker, “Cross-platform implementation, verification and validation of advanced mathematical models of elastomeric seismic isolation bearings,” Engineering structures, vol. 175, pp. 926-943, 2018.
    [Bibtex]
    @ARTICLE{Kumar2018926,
    author={Kumar, M. and Whittaker, A.S.},
    title={Cross-platform implementation, verification and validation of advanced mathematical models of elastomeric seismic isolation bearings},
    journal={Engineering Structures},
    year={2018},
    volume={175},
    pages={926-943},
    doi={10.1016/j.engstruct.2018.08.047},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052664047&doi=10.1016%2fj.engstruct.2018.08.047&partnerID=40&md5=6f00c3c5b9eaf1004496496b7e286fd7},
    affiliation={Department of Civil Engineering, Indian Institute of Technology Bombay, Mumbai, India; Department of Civil, Structural and Environmental Engineering, University at Buffalo, NY, USA},
    }
  • [DOI] A. Furtado, H. Rodrigues, H. Varum, and A. Arêde, “Mainshock-aftershock damage assessment of infilled rc structures,” Engineering structures, vol. 175, pp. 645-660, 2018.
    [Bibtex]
    @ARTICLE{Furtado2018645,
    author={Furtado, A. and Rodrigues, H. and Varum, H. and Arêde, A.},
    title={Mainshock-aftershock damage assessment of infilled RC structures},
    journal={Engineering Structures},
    year={2018},
    volume={175},
    pages={645-660},
    doi={10.1016/j.engstruct.2018.08.063},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054084741&doi=10.1016%2fj.engstruct.2018.08.063&partnerID=40&md5=4dc0b875c832dea47c08082688285b3b},
    affiliation={CONSTRUCT-LESE, Department of Civil Engineering, Faculdade de Engenharia da Universidade do Porto, Portugal; RISCO – School of Technology and Management, Polytechnic Institute of Leiria, Portugal},
    }
  • [DOI] W. Wu and L. Li, “System seismic fragility analysis methods for bridge structures [桥梁结构系统地震易损性分析方法研究],” Zhendong yu chongji/journal of vibration and shock, vol. 37, iss. 21, pp. 273-280, 2018.
    [Bibtex]
    @ARTICLE{Wu2018273,
    author={Wu, W. and Li, L.},
    title={System seismic fragility analysis methods for bridge structures [桥梁结构系统地震易损性分析方法研究]},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={21},
    pages={273-280},
    doi={10.13465/j.cnki.jvs.2018.21.039},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060309416&doi=10.13465%2fj.cnki.jvs.2018.21.039&partnerID=40&md5=3fa520e65f6679657844b39e6ae1f261},
    affiliation={College of Civil Engineering and Mechanics, Xiangtan University, Xiangtan, 411105, China; College of Civil Engineering, Hunan University, Changsha, 410082, China; Key Laboratory of Dynamics and Reliability of Structures, College of Hunan Province, Xiangtan University, Xiangtan, 411105, China},
    }
  • [DOI] L. Liu, T. Zhong, G. Fu, and J. Xiao, “Determination of reasonable damage index for suspension bridge tower.” 2018.
    [Bibtex]
    @CONFERENCE{Liu2018,
    author={Liu, L. and Zhong, T. and Fu, G. and Xiao, J.},
    title={Determination of reasonable damage index for suspension bridge tower},
    journal={IOP Conference Series: Materials Science and Engineering},
    year={2018},
    volume={439},
    number={4},
    doi={10.1088/1757-899X/439/4/042067},
    art_number={042067},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057559097&doi=10.1088%2f1757-899X%2f439%2f4%2f042067&partnerID=40&md5=e0269160e190230bc5088fdb16618cc8},
    affiliation={School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China},
    }
  • [DOI] Z. Wang, T. Zhong, Z. Li, and W. Sun, “Plastic hinge analysis of long-span rigid frame bridge.” 2018.
    [Bibtex]
    @CONFERENCE{Wang2018,
    author={Wang, Z. and Zhong, T. and Li, Z. and Sun, W.},
    title={Plastic hinge analysis of long-span rigid frame bridge},
    journal={IOP Conference Series: Materials Science and Engineering},
    year={2018},
    volume={439},
    number={4},
    doi={10.1088/1757-899X/439/4/042069},
    art_number={042069},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057537373&doi=10.1088%2f1757-899X%2f439%2f4%2f042069&partnerID=40&md5=67e53ad2434b7785133b10fde5cc80ea},
    affiliation={School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China},
    }
  • [DOI] J. Zhang, K. Bi, S. Zheng, H. Jia, and D. -Y. Zhang, “Seismic system reliability analysis of bridges using the multiplicative dimensional reduction method,” Structure and infrastructure engineering, vol. 14, iss. 11, pp. 1455-1469, 2018.
    [Bibtex]
    @ARTICLE{Zhang20181455,
    author={Zhang, J. and Bi, K. and Zheng, S. and Jia, H. and Zhang, D.-Y.},
    title={Seismic system reliability analysis of bridges using the multiplicative dimensional reduction method},
    journal={Structure and Infrastructure Engineering},
    year={2018},
    volume={14},
    number={11},
    pages={1455-1469},
    doi={10.1080/15732479.2018.1450428},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044201111&doi=10.1080%2f15732479.2018.1450428&partnerID=40&md5=6e79afe466deda6865a01bbdb690adb5},
    affiliation={Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, China; Centre for Infrastructure Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin University, Bentley, Australia; Department of Engineering Mechanics, Ontario Power Generation, Toronto, Canada},
    }
  • [DOI] C. Xu, J. Deng, S. Peng, and C. Li, “Seismic fragility analysis of steel reinforced concrete frame structures based on different engineering demand parameters,” Journal of building engineering, vol. 20, pp. 736-749, 2018.
    [Bibtex]
    @ARTICLE{Xu2018736,
    author={Xu, C. and Deng, J. and Peng, S. and Li, C.},
    title={Seismic fragility analysis of steel reinforced concrete frame structures based on different engineering demand parameters},
    journal={Journal of Building Engineering},
    year={2018},
    volume={20},
    pages={736-749},
    doi={10.1016/j.jobe.2018.09.019},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053839689&doi=10.1016%2fj.jobe.2018.09.019&partnerID=40&md5=5b66f01dac8e85251aa9300e708a2005},
    affiliation={Department of Civil Engineering, School of Urban Construction, Wuhan University of Science and Technology, Wuhan, 430065, China},
    }
  • [DOI] J. Ye, W. Chen, and Y. Xu, “Numerical simulation and simplified mechanical model on shear behavior of enhanced cold-formed steel composite wall [冷弯薄壁型钢复合墙体受剪性能数值模拟及简化力学模型研究],” Jianzhu jiegou xuebao/journal of building structures, vol. 39, iss. 11, pp. 94-103, 2018.
    [Bibtex]
    @ARTICLE{Ye201894,
    author={Ye, J. and Chen, W. and Xu, Y.},
    title={Numerical simulation and simplified mechanical model on shear behavior of enhanced cold-formed steel composite wall [冷弯薄壁型钢复合墙体受剪性能数值模拟及简化力学模型研究]},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    number={11},
    pages={94-103},
    doi={10.14006/j.jzjgxb.2018.11.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060047145&doi=10.14006%2fj.jzjgxb.2018.11.011&partnerID=40&md5=b755ab4621f799a964e5683811758da6},
    affiliation={Jiangsu Key Laboratory of Environmental Impact and Structural Safety in Engineering, China University of Mining & Technology, Xuzhou, 221116, China; Key Laboratory of Building Fire Protection Engineering and Technology of MPS, Tianjin, 300381, China; Key Laboratory of C & PC Structures of Ministry of Education, Southeast University, Nanjing, 210096, China},
    }
  • [DOI] F. Di Trapani, G. Bertagnoli, M. F. Ferrotto, and D. Gino, “Empirical equations for the direct definition of stress-strain laws for fiber-section-based macromodeling of infilled frames,” Journal of engineering mechanics, vol. 144, iss. 11, 2018.
    [Bibtex]
    @ARTICLE{DiTrapani2018,
    author={Di Trapani, F. and Bertagnoli, G. and Ferrotto, M.F. and Gino, D.},
    title={Empirical equations for the direct definition of stress-strain laws for fiber-section-based macromodeling of infilled frames},
    journal={Journal of Engineering Mechanics},
    year={2018},
    volume={144},
    number={11},
    doi={10.1061/(ASCE) EM.1943-7889.0001532},
    art_number={04018101},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051481017&doi=10.1061%2f%28ASCE%29+EM.1943-7889.0001532&partnerID=40&md5=5a3a036016618c8f4c4ec2281f803f58},
    affiliation={Dipartimento di Ingegneria Strutturale, Edile e Geotecnica, Politecnico di Torino, Corso Duca degli Abruzzi 24, Torino, 10121, Italy; ipartimento di Ingegneria Civile, Ambientale, Aerospaziale, dei Materiali, Università degli Studi di Palermo, Viale delle Scienze, Palermo, 90128, Italy},
    }
  • [DOI] N. Rahgozar, N. Rahgozar, and A. S. Moghadam, “Controlled-rocking braced frame bearing on a shallow foundation,” Structures, vol. 16, pp. 63-72, 2018.
    [Bibtex]
    @ARTICLE{Rahgozar201863,
    author={Rahgozar, N. and Rahgozar, N. and Moghadam, A.S.},
    title={Controlled-rocking Braced Frame Bearing on a Shallow Foundation},
    journal={Structures},
    year={2018},
    volume={16},
    pages={63-72},
    doi={10.1016/j.istruc.2018.08.013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052848322&doi=10.1016%2fj.istruc.2018.08.013&partnerID=40&md5=2f678354423aa58b95c5d41a053eb158},
    affiliation={Department of Structural Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran; Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology (IIEES), Tehran, Iran},
    }
  • [DOI] S. Ghosh, S. Ghosh, and S. Chakraborty, “Seismic reliability analysis of reinforced concrete bridge pier using efficient response surface method–based simulation,” Advances in structural engineering, vol. 21, iss. 15, pp. 2326-2339, 2018.
    [Bibtex]
    @ARTICLE{Ghosh20182326,
    author={Ghosh, S. and Ghosh, S. and Chakraborty, S.},
    title={Seismic reliability analysis of reinforced concrete bridge pier using efficient response surface method–based simulation},
    journal={Advances in Structural Engineering},
    year={2018},
    volume={21},
    number={15},
    pages={2326-2339},
    doi={10.1177/1369433218773422},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051808182&doi=10.1177%2f1369433218773422&partnerID=40&md5=12211eceef7e45ca7e7d37dd41a14ac2},
    affiliation={Department of Civil Engineering, Indian Institute of Engineering Science and Technology, Shibpur, Howrah, India},
    }
  • B. Fu and H. Jiang, “Nonlinear time history analysis of steel frame using model-based integration algorithm [使用基于模型的积分算法的钢框架非线性时程分析],” Tumu gongcheng xuebao/china civil engineering journal, vol. 51, pp. 58-64, 2018.
    [Bibtex]
    @ARTICLE{Fu201858,
    author={Fu, B. and Jiang, H.},
    title={Nonlinear time history analysis of steel frame using model-based integration algorithm [使用基于模型的积分算法的钢框架非线性时程分析]},
    journal={Tumu Gongcheng Xuebao/China Civil Engineering Journal},
    year={2018},
    volume={51},
    pages={58-64},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063572940&partnerID=40&md5=35c095b88dc0de223860c5121a41bc93},
    affiliation={Chang'an University, Xi'an, 710061, China; Tongji University, Shanghai, 200092, China},
    }
  • [DOI] M. Zeynalian, A. Z. Shahrasbi, and H. T. Riahi, “Seismic response of cold formed steel frames sheathed by fiber cement boards,” International journal of civil engineering, vol. 16, iss. 11, pp. 1643-1653, 2018.
    [Bibtex]
    @ARTICLE{Zeynalian20181643,
    author={Zeynalian, M. and Shahrasbi, A.Z. and Riahi, H.T.},
    title={Seismic Response of Cold Formed Steel Frames Sheathed by Fiber Cement Boards},
    journal={International Journal of Civil Engineering},
    year={2018},
    volume={16},
    number={11},
    pages={1643-1653},
    doi={10.1007/s40999-018-0307-y},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054398616&doi=10.1007%2fs40999-018-0307-y&partnerID=40&md5=7bf3958a6c00308adc313edb379c992c},
    affiliation={Department of Civil Engineering, University of Isfahan, Isfahan, Iran},
    }
  • [DOI] H. Zand and J. Akbari, “Selection of viscous damping model for evaluation of seismic responses of buildings,” Ksce journal of civil engineering, vol. 22, iss. 11, pp. 4414-4421, 2018.
    [Bibtex]
    @ARTICLE{Zand20184414,
    author={Zand, H. and Akbari, J.},
    title={Selection of Viscous Damping Model for Evaluation of Seismic Responses of Buildings},
    journal={KSCE Journal of Civil Engineering},
    year={2018},
    volume={22},
    number={11},
    pages={4414-4421},
    doi={10.1007/s12205-018-0860-6},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051278369&doi=10.1007%2fs12205-018-0860-6&partnerID=40&md5=2b22929b91599dc67f5706b8021fc3db},
    affiliation={Structural Engineering, Malayer University, Malayer, Iran; Dept. of Civil Engineering, Malayer University, Malayer, Iran},
    }
  • [DOI] X. Guan, H. Burton, and S. Moradi, “Seismic performance of a self-centering steel moment frame building: from component-level modeling to economic loss assessment,” Journal of constructional steel research, vol. 150, pp. 129-140, 2018.
    [Bibtex]
    @ARTICLE{Guan2018129,
    author={Guan, X. and Burton, H. and Moradi, S.},
    title={Seismic performance of a self-centering steel moment frame building: From component-level modeling to economic loss assessment},
    journal={Journal of Constructional Steel Research},
    year={2018},
    volume={150},
    pages={129-140},
    doi={10.1016/j.jcsr.2018.07.026},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052099914&doi=10.1016%2fj.jcsr.2018.07.026&partnerID=40&md5=9a4e045a4d667075123153cc52b18cb7},
    affiliation={Department of Civil and Environmental Engineering, University of California, Los Angeles, CA 90095, United States; Department of Civil Engineering, Ryerson University, 350 Victoria Street, Toronto, Ontario M5B 2K3, Canada},
    }
  • [DOI] S. Veismoradi and E. Darvishan, “Probabilistic seismic assessment of mega buckling-restrained braced frames under near-fault ground motions,” Earthquake and structures, vol. 15, iss. 5, pp. 487-498, 2018.
    [Bibtex]
    @ARTICLE{Veismoradi2018487,
    author={Veismoradi, S. and Darvishan, E.},
    title={Probabilistic seismic assessment of mega buckling-restrained braced frames under near-fault ground motions},
    journal={Earthquake and Structures},
    year={2018},
    volume={15},
    number={5},
    pages={487-498},
    doi={10.12989/eas.2018.15.5.487},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85056939995&doi=10.12989%2feas.2018.15.5.487&partnerID=40&md5=d0884241f4e1db80c76c4a884d3f6152},
    affiliation={School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran; Young Researchers and Elites Club, Roudehen Branch, Islamic Azad University, Roudehen, Iran},
    }
  • [DOI] M. Eskandari and E. P. Najafabadi, “Experimental and analytical study of telescopic lead yielding damper,” Journal of constructional steel research, vol. 150, pp. 371-383, 2018.
    [Bibtex]
    @ARTICLE{Eskandari2018371,
    author={Eskandari, M. and Najafabadi, E.P.},
    title={Experimental and analytical study of telescopic lead yielding damper},
    journal={Journal of Constructional Steel Research},
    year={2018},
    volume={150},
    pages={371-383},
    doi={10.1016/j.jcsr.2018.08.033},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052853303&doi=10.1016%2fj.jcsr.2018.08.033&partnerID=40&md5=56c8648d4d5af82c95f5ed33f1ac39bf},
    affiliation={Department of Civil Engineering, Sharif University of Technology, Tehran, Iran; Department of Civil Engineering, Monash University, Clayton, Victoria, Australia},
    }
  • [DOI] W. Zhang, B. Wang, J. Xu, and L. Huang, “Solution toreliability of large aqueductstructures subjected to random earthquake ground motions [随机地震作用下大型渡槽结构可靠性求解方法],” Shuili fadian xuebao/journal of hydroelectric engineering, vol. 37, iss. 10, pp. 113-120, 2018.
    [Bibtex]
    @ARTICLE{Zhang2018113,
    author={Zhang, W. and Wang, B. and Xu, J. and Huang, L.},
    title={Solution toreliability of large aqueductstructures subjected to random earthquake ground motions [随机地震作用下大型渡槽结构可靠性求解方法]},
    journal={Shuili Fadian Xuebao/Journal of Hydroelectric Engineering},
    year={2018},
    volume={37},
    number={10},
    pages={113-120},
    doi={10.11660/slfdxb.20181013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062857433&doi=10.11660%2fslfdxb.20181013&partnerID=40&md5=8ea233095c1008499308f6477b07ef4d},
    affiliation={School of Water Conservancy and Environment, Zhengzhou University, Zhengzhou, 450001, China; School of Project Management and Real Estate, Henan University of Economics and Law, Zhengzhou, 450046, China; School of Civil Engineering, Zhengzhou University, Zhengzhou, 450001, China},
    }
  • [DOI] Y. Zhai and Y. Zhang, “Damage index analysis of prefabricated segmental bridge columns under cyclic loading,” Latin american journal of solids and structures, vol. 15, iss. 11, 2018.
    [Bibtex]
    @ARTICLE{Zhai2018,
    author={Zhai, Y. and Zhang, Y.},
    title={Damage index analysis of prefabricated segmental bridge columns under cyclic loading},
    journal={Latin American Journal of Solids and Structures},
    year={2018},
    volume={15},
    number={11},
    doi={10.1590/1679-78254986},
    art_number={e137},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060876837&doi=10.1590%2f1679-78254986&partnerID=40&md5=76bb09d9e9beb362da3a39ae0d5f8e14},
    affiliation={Department of Civil Engineering, Nanjing University of Science and Technology, Nanjing, 210094, China},
    }
  • [DOI] X. Lu, Y. Tian, S. Cen, H. Guan, L. Xie, and L. Wang, “A high-performance quadrilateral flat shell element for seismic collapse simulation of tall buildings and its implementation in opensees,” Journal of earthquake engineering, vol. 22, iss. 9, pp. 1662-1682, 2018.
    [Bibtex]
    @ARTICLE{Lu20181662,
    author={Lu, X. and Tian, Y. and Cen, S. and Guan, H. and Xie, L. and Wang, L.},
    title={A High-Performance Quadrilateral Flat Shell Element for Seismic Collapse Simulation of Tall Buildings and Its Implementation in OpenSees},
    journal={Journal of Earthquake Engineering},
    year={2018},
    volume={22},
    number={9},
    pages={1662-1682},
    doi={10.1080/13632469.2017.1297269},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019160411&doi=10.1080%2f13632469.2017.1297269&partnerID=40&md5=7c27365e93ba71038b4698013b6e9ea1},
    affiliation={Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing, China; Beijing Engineering Research Center of Steel and Concrete Composite Structures, Tsinghua University, Beijing, China; Department of Engineering Mechanics, School of Aerospace Engineering, Tsinghua University, Beijing, China; Griffith School of Engineering, Griffith University Gold Coast CampusQLD, Australia; School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing, China},
    }
  • [DOI] P. Li, Y. Zhang, J. Zhang, J. Gu, and C. Zhou, “Mitigation of liquefaction-induced lateral deformation in a slightly sloping stratum by dense granular column [密实散体材料桩减轻液化触发微倾地层场地侧向变形研究],” Yanshilixue yu gongcheng xuebao/chinese journal of rock mechanics and engineering, vol. 37, pp. 4320-4328, 2018.
    [Bibtex]
    @ARTICLE{Li20184320,
    author={Li, P. and Zhang, Y. and Zhang, J. and Gu, J. and Zhou, C.},
    title={Mitigation of liquefaction-induced lateral deformation in a slightly sloping stratum by dense granular column [密实散体材料桩减轻液化触发微倾地层场地侧向变形研究]},
    journal={Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering},
    year={2018},
    volume={37},
    pages={4320-4328},
    doi={10.13722/j.cnki.jrme.2017.0846},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062505060&doi=10.13722%2fj.cnki.jrme.2017.0846&partnerID=40&md5=90bce1f1e39678630cb7afb719e6b2f0},
    affiliation={Institute of Disaster-Prevention, Sanhe, Hebei 065201, China},
    }
  • [DOI] L. Peralta and M. A. Hube, “Deck rotation of straight bridges induced by asymmetric characteristics and effect of transverse diaphragms,” Engineering structures, vol. 173, pp. 729-743, 2018.
    [Bibtex]
    @ARTICLE{Peralta2018729,
    author={Peralta, L. and Hube, M.A.},
    title={Deck rotation of straight bridges induced by asymmetric characteristics and effect of transverse diaphragms},
    journal={Engineering Structures},
    year={2018},
    volume={173},
    pages={729-743},
    doi={10.1016/j.engstruct.2018.06.107},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049801344&doi=10.1016%2fj.engstruct.2018.06.107&partnerID=40&md5=74ca01a0ae1f06746bbf3443215d7d5e},
    affiliation={Pontificia Universidad Católica de Chile, Chile; Pontificia Universidad Católica de Chile and National Research Center for Integrated Natural Disaster Management CONICYT/FONDAP/15110017, Vicuña Mackenna 4860, Santiago, Chile},
    }
  • [DOI] P. Deng, C. Zhang, S. Pei, and Z. Jin, “Modeling the impact of corrosion on seismic performance of multi-span simply-supported bridges,” Construction and building materials, vol. 185, pp. 193-205, 2018.
    [Bibtex]
    @ARTICLE{Deng2018193,
    author={Deng, P. and Zhang, C. and Pei, S. and Jin, Z.},
    title={Modeling the impact of corrosion on seismic performance of multi-span simply-supported bridges},
    journal={Construction and Building Materials},
    year={2018},
    volume={185},
    pages={193-205},
    doi={10.1016/j.conbuildmat.2018.07.015},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049881918&doi=10.1016%2fj.conbuildmat.2018.07.015&partnerID=40&md5=1c6a8df00e395716737687c2b7c307e0},
    affiliation={Department of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401, United States; Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, 610031, China},
    }
  • [DOI] M. A. Khan, L. Jiang, K. A. Cashell, and A. Usmani, “Analysis of restrained composite beams exposed to fire using a hybrid simulation approach,” Engineering structures, vol. 172, pp. 956-966, 2018.
    [Bibtex]
    @ARTICLE{Khan2018956,
    author={Khan, M.A. and Jiang, L. and Cashell, K.A. and Usmani, A.},
    title={Analysis of restrained composite beams exposed to fire using a hybrid simulation approach},
    journal={Engineering Structures},
    year={2018},
    volume={172},
    pages={956-966},
    doi={10.1016/j.engstruct.2018.06.048},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049098868&doi=10.1016%2fj.engstruct.2018.06.048&partnerID=40&md5=748cbc0bb422a710fd90ca0ff108acb9},
    affiliation={Department of Civil Engineering, Brunel University London, United Kingdom; Department of Building Services Engineering, The Hong Kong Polytechnic University, Hong Kong},
    }
  • [DOI] E. N. Farsangi, A. A. Tasnimi, T. Y. Yang, I. Takewaki, and M. Mohammadhasani, “Seismic performance of a resilient low-damage base isolation system under combined vertical and horizontal excitations,” Smart structures and systems, vol. 22, iss. 4, pp. 383-397, 2018.
    [Bibtex]
    @ARTICLE{Farsangi2018383,
    author={Farsangi, E.N. and Tasnimi, A.A. and Yang, T.Y. and Takewaki, I. and Mohammadhasani, M.},
    title={Seismic performance of a resilient low-damage base isolation system under combined vertical and horizontal excitations},
    journal={Smart Structures and Systems},
    year={2018},
    volume={22},
    number={4},
    pages={383-397},
    doi={10.12989/sss.2018.22.4.383},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055826404&doi=10.12989%2fsss.2018.22.4.383&partnerID=40&md5=7ccf77d0f4a260c6f58a7399a1744e1b},
    affiliation={Department of Earthquake Engineering, Graduate University of Advanced Technology (KGUT), Kerman, Iran; Department of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, Iran; International Joint Research Laboratory of Earthquake Engineering, Tongji University, Shanghai, China; Department of Civil Engineering, University of British Columbia, Vancouver, Canada; Department of Architecture and Architectural Engineering, Kyoto University, Kyoto, Japan; Seismology Engineering, Risk Department, Urban Development Research Center (BHRC), Road, Housing, Tehran, Iran},
    }
  • [DOI] P. Wang, M. Zhao, X. Du, J. Liu, and C. Xu, “Wind, wave and earthquake responses of offshore wind turbine on monopile foundation in clay,” Soil dynamics and earthquake engineering, vol. 113, pp. 47-57, 2018.
    [Bibtex]
    @ARTICLE{Wang201847,
    author={Wang, P. and Zhao, M. and Du, X. and Liu, J. and Xu, C.},
    title={Wind, wave and earthquake responses of offshore wind turbine on monopile foundation in clay},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2018},
    volume={113},
    pages={47-57},
    doi={10.1016/j.soildyn.2018.04.028},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048461557&doi=10.1016%2fj.soildyn.2018.04.028&partnerID=40&md5=a6e9fac15adf5de3775a369ef382e418},
    affiliation={Beijing University of Technology, Beijing, 100124, China; Tsinghua University, Beijing, 100084, China},
    }
  • [DOI] Z. Yang, G. Li, W. Wang, and Y. Lv, “Study on the flexural performance of prestressed high strength concrete pile,” Ksce journal of civil engineering, vol. 22, iss. 10, pp. 4073-4082, 2018.
    [Bibtex]
    @ARTICLE{Yang20184073,
    author={Yang, Z. and Li, G. and Wang, W. and Lv, Y.},
    title={Study on the Flexural Performance of Prestressed High Strength Concrete Pile},
    journal={KSCE Journal of Civil Engineering},
    year={2018},
    volume={22},
    number={10},
    pages={4073-4082},
    doi={10.1007/s12205-018-1811-y},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049665032&doi=10.1007%2fs12205-018-1811-y&partnerID=40&md5=d5e4daf4f702481b0b151ee38c1b3be7},
    affiliation={School of Civil Engineering, Shenyang Jianzhu University, Shenyang, China; China Petroleum Pipeline Engineering Corporation, Langfang, China; School of Architecture North China University of Water Conservancy and Hydropower, Zhengzhou, China},
    }
  • [DOI] S. Wang and S. A. Mahin, “High-performance computer-aided optimization of viscous dampers for improving the seismic performance of a tall building,” Soil dynamics and earthquake engineering, vol. 113, pp. 454-461, 2018.
    [Bibtex]
    @ARTICLE{Wang2018454,
    author={Wang, S. and Mahin, S.A.},
    title={High-performance computer-aided optimization of viscous dampers for improving the seismic performance of a tall building},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2018},
    volume={113},
    pages={454-461},
    doi={10.1016/j.soildyn.2018.06.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049317218&doi=10.1016%2fj.soildyn.2018.06.008&partnerID=40&md5=518c8ef7ca5759f4a197499221fc7950},
    affiliation={Berkshire Hathaway Specialty Insurance, 6111 Bollinger Canyon Rd, San Ramon, CA 94583, United States; Department of Civil and Environmental Engineering, University of California, Berkeley, Berkeley, CA 94720, United States},
    }
  • [DOI] L. -J. Huang and Z. Zhou, “Aseismic analysis of self-centering prestressed concrete frame structure with infill walls [带填充墙自复位预应力混凝土框架结构的抗震性能分析],” Gongcheng lixue/engineering mechanics, vol. 35, iss. 10, pp. 162-171, 2018.
    [Bibtex]
    @ARTICLE{Huang2018162,
    author={Huang, L.-J. and Zhou, Z.},
    title={Aseismic analysis of self-centering prestressed concrete frame structure with infill walls [带填充墙自复位预应力混凝土框架结构的抗震性能分析]},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={10},
    pages={162-171},
    doi={10.6052/j.issn.1000-4750.2017.07.0567},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057081495&doi=10.6052%2fj.issn.1000-4750.2017.07.0567&partnerID=40&md5=4050bb88bf9203b292cb18c9523c7da8},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, 210096, China},
    }
  • [DOI] M. Amjadian and A. K. Agrawal, “Dynamic characteristics of horizontally curved bridges,” Jvc/journal of vibration and control, vol. 24, iss. 19, pp. 4465-4483, 2018.
    [Bibtex]
    @ARTICLE{Amjadian20184465,
    author={Amjadian, M. and Agrawal, A.K.},
    title={Dynamic characteristics of horizontally curved bridges},
    journal={JVC/Journal of Vibration and Control},
    year={2018},
    volume={24},
    number={19},
    pages={4465-4483},
    doi={10.1177/1077546317726637},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032222518&doi=10.1177%2f1077546317726637&partnerID=40&md5=e7820ea8cbe3d432233ac89f80c1c2c8},
    affiliation={Department of Civil and Environmental Engineering, City College, City University of New York, United States},
    }
  • [DOI] X. Zhang and B. Li, “Shear-strength capacity assessment of corroded reinforced concrete beam-column joints,” Journal of performance of constructed facilities, vol. 32, iss. 5, 2018.
    [Bibtex]
    @ARTICLE{Zhang2018,
    author={Zhang, X. and Li, B.},
    title={Shear-Strength Capacity Assessment of Corroded Reinforced Concrete Beam-Column Joints},
    journal={Journal of Performance of Constructed Facilities},
    year={2018},
    volume={32},
    number={5},
    doi={10.1061/(ASCE)CF.1943-5509.0001216},
    art_number={04018067},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050087252&doi=10.1061%2f%28ASCE%29CF.1943-5509.0001216&partnerID=40&md5=06aca2046fdc4a2bc6e9307584802556},
    affiliation={School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore, 639798, Singapore},
    }
  • [DOI] C. P. Andriotis, K. G. Papakonstantinou, and V. K. Koumousis, “Nonlinear programming hybrid beam-column element formulation for large-displacement elastic and inelastic analysis,” Journal of engineering mechanics, vol. 144, iss. 10, 2018.
    [Bibtex]
    @ARTICLE{Andriotis2018,
    author={Andriotis, C.P. and Papakonstantinou, K.G. and Koumousis, V.K.},
    title={Nonlinear programming hybrid beam-column element formulation for large-displacement elastic and inelastic analysis},
    journal={Journal of Engineering Mechanics},
    year={2018},
    volume={144},
    number={10},
    doi={10.1061/(ASCE) EM.1943-7889.0001483},
    art_number={04018096},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051016188&doi=10.1061%2f%28ASCE%29+EM.1943-7889.0001483&partnerID=40&md5=b68a68e02e6cf7841c9c02188fd0ee24},
    affiliation={Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802, United States; Dept. of Civil and Environmental Engineering, National Technical Univ. of Athens, Athens, 15780, Greece},
    }
  • [DOI] F. Peng and W. Xue, “Calculation approach of ultimate capacity of frp reinforced concrete columns under eccentric compression [frp筋混凝土偏压柱承载力计算方法],” Jianzhu jiegou xuebao/journal of building structures, vol. 39, iss. 10, pp. 147-155, 2018.
    [Bibtex]
    @ARTICLE{Peng2018147,
    author={Peng, F. and Xue, W.},
    title={Calculation approach of ultimate capacity of FRP reinforced concrete columns under eccentric compression [FRP筋混凝土偏压柱承载力计算方法]},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    number={10},
    pages={147-155},
    doi={10.14006/j.jzjgxb.2018.10.017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059585891&doi=10.14006%2fj.jzjgxb.2018.10.017&partnerID=40&md5=1ccbf4c1f83083efe443a808588e7790},
    affiliation={College of Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • Z. -J. Ou, S. -F. Chen, Q. -X. Wu, H. -H. Yuan, D. -S. Mu, Y. Zhou, Y. -B. Han, X. -F. Zheng, and D. -F. Kuang, “Calculation method of restoring force model of four-element variable cross-sectional concrete filled steel tubular laced column [四肢变截面钢管混凝土格构柱恢复力模型计算方法],” Jiaotong yunshu gongcheng xuebao/journal of traffic and transportation engineering, vol. 18, iss. 5, pp. 77-89, 2018.
    [Bibtex]
    @ARTICLE{Ou201877,
    author={Ou, Z.-J. and Chen, S.-F. and Wu, Q.-X. and Yuan, H.-H. and Mu, D.-S. and Zhou, Y. and Han, Y.-B. and Zheng, X.-F. and Kuang, D.-F.},
    title={Calculation method of restoring force model of four-element variable cross-sectional concrete filled steel tubular laced column [四肢变截面钢管混凝土格构柱恢复力模型计算方法]},
    journal={Jiaotong Yunshu Gongcheng Xuebao/Journal of Traffic and Transportation Engineering},
    year={2018},
    volume={18},
    number={5},
    pages={77-89},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058988739&partnerID=40&md5=4aa102adafe1ea5d2ae079c05e2422ed},
    affiliation={School of Civil Engineering, Fujian University of Technology, Fuzhou, Fujian 350118, China; College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350108, China},
    }
  • [DOI] L. Z. Li, Z. L. Wu, J. T. Yu, X. Wang, J. X. Zhang, and Z. D. Lu, “Numerical simulation of the shear capacity of bolted side-plated rc beams,” Engineering structures, vol. 171, pp. 373-384, 2018.
    [Bibtex]
    @ARTICLE{Li2018373,
    author={Li, L.Z. and Wu, Z.L. and Yu, J.T. and Wang, X. and Zhang, J.X. and Lu, Z.D.},
    title={Numerical simulation of the shear capacity of bolted side-plated RC beams},
    journal={Engineering Structures},
    year={2018},
    volume={171},
    pages={373-384},
    doi={10.1016/j.engstruct.2018.06.003},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048175337&doi=10.1016%2fj.engstruct.2018.06.003&partnerID=40&md5=63135348f3fcf70e71496d49c4b5c519},
    affiliation={Research Institute of Structural Engineering and Disaster Reduction, College of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai, 200092, China; School of Civil Engineering, Shandong Jianzhu University, Fengming Road, Lingang Development Zone, Jinan City, Shandong 250101, China; Luneng Group Co., Ltd., Luneng International Centre, South Second Ring Road, Shizhong District, Jinan City, Shandong 250101, China},
    }
  • [DOI] H. Baghi, A. Oliveira, J. Valença, E. Cavaco, L. Neves, and E. Júlio, “Behavior of reinforced concrete frame with masonry infill wall subjected to vertical load,” Engineering structures, vol. 171, pp. 476-487, 2018.
    [Bibtex]
    @ARTICLE{Baghi2018476,
    author={Baghi, H. and Oliveira, A. and Valença, J. and Cavaco, E. and Neves, L. and Júlio, E.},
    title={Behavior of reinforced concrete frame with masonry infill wall subjected to vertical load},
    journal={Engineering Structures},
    year={2018},
    volume={171},
    pages={476-487},
    doi={10.1016/j.engstruct.2018.06.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048102084&doi=10.1016%2fj.engstruct.2018.06.001&partnerID=40&md5=3121426868a28250cbdb05b523c706dc},
    affiliation={College of Engineering, Wayne State University, Detroit, MI, United States; Faculdade de Ciências e Tecnologia, Universidade NOVA de Lisboa, Portugal; CERIS, Instituto Superior Técnico, Universidade de Lisboa, Portugal; Nottingham Transportation Engineering Centre (NTEC), Dept. of Civil Engineering, University of Nottingham, Nottingham, United Kingdom},
    }
  • [DOI] E. Choi, J. -S. Jeon, J. -H. Lee, S. H. Park, and S. Ha, “Assessment of probabilistic seismic performance of rc columns jacketed by frp winding wires using analytical models,” Engineering structures, vol. 171, pp. 629-646, 2018.
    [Bibtex]
    @ARTICLE{Choi2018629,
    author={Choi, E. and Jeon, J.-S. and Lee, J.-H. and Park, S.H. and Ha, S.},
    title={Assessment of probabilistic seismic performance of RC columns jacketed by FRP winding wires using analytical models},
    journal={Engineering Structures},
    year={2018},
    volume={171},
    pages={629-646},
    doi={10.1016/j.engstruct.2018.05.098},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048128267&doi=10.1016%2fj.engstruct.2018.05.098&partnerID=40&md5=dca7f8232e34f80b35a7a59cc92a292d},
    affiliation={Department of Civil Engineering, Hongik University, Seoul, 04066, South Korea; Department of Civil Engineering, Andong National University, Andong, 36729, South Korea; Department of Civil Engineering, Daegu University, Gyeongsan, 38453, South Korea; Department of Civil Engineering, Texas A&M University, College Station, TX 77843, United States; Department of Mechanical Engineering, Sungkyunkwan University, Suwon, 16419, South Korea},
    }
  • [DOI] J. Xue, D. Lavorato, A. V. Bergami, C. Nuti, B. Briseghella, G. C. Marano, T. Ji, I. Vanzi, A. M. Tarantino, and S. Santini, “Severely damaged reinforced concrete circular columns repaired by turned steel rebar and high-performance concrete jacketing with steel or polymer fibers,” Applied sciences (switzerland), vol. 8, iss. 9, 2018.
    [Bibtex]
    @ARTICLE{Xue2018,
    author={Xue, J. and Lavorato, D. and Bergami, A.V. and Nuti, C. and Briseghella, B. and Marano, G.C. and Ji, T. and Vanzi, I. and Tarantino, A.M. and Santini, S.},
    title={Severely damaged reinforced concrete circular columns repaired by turned steel rebar and high-performance concrete jacketing with steel or polymer fibers},
    journal={Applied Sciences (Switzerland)},
    year={2018},
    volume={8},
    number={9},
    doi={10.3390/app8091671},
    art_number={1671},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053381480&doi=10.3390%2fapp8091671&partnerID=40&md5=1d1361bd562dafc9a53e172a65e43190},
    affiliation={College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China; Department of Architecture, Roma Tre University, Rome, 00153, Italy; Department of Engineering and Geology, University of Chieti and Pescara, Pescara, 65127, Italy; Department of Engineering, University of Modena and Reggio, Modena, 41125, Italy},
    }
  • [DOI] J. Song, Q. Gu, C. -S. Xu, and X. -L. Du, “Implementation of fully explicit method for dynamic equation of saturated soil in opensees [饱和土动力方程全显式有限元法在opensees中的实现与应用],” Yantu lixue/rock and soil mechanics, vol. 39, iss. 9, pp. 3477-3486, 2018.
    [Bibtex]
    @ARTICLE{Song20183477,
    author={Song, J. and Gu, Q. and Xu, C.-S. and Du, X.-L.},
    title={Implementation of fully explicit method for dynamic equation of saturated soil in OpenSees [饱和土动力方程全显式有限元法在OpenSees中的实现与应用]},
    journal={Yantu Lixue/Rock and Soil Mechanics},
    year={2018},
    volume={39},
    number={9},
    pages={3477-3486},
    doi={10.16285/j.rsm.2016.2688},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055044007&doi=10.16285%2fj.rsm.2016.2688&partnerID=40&md5=4970a8be6530329fedd2b91d98df3d5c},
    affiliation={The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China; School of Architecture and Civil Engineering, Xiamen University, Xiamen, Fujian 361005, China},
    }
  • [DOI] M. Naeej, J. V. Amiri, and S. G. Jalali, “Probabilistic evaluation of separation distance between two adjacent structures,” Structural engineering and mechanics, vol. 67, iss. 5, pp. 427-437, 2018.
    [Bibtex]
    @ARTICLE{Naeej2018427,
    author={Naeej, M. and Amiri, J.V. and Jalali, S.G.},
    title={Probabilistic evaluation of separation distance between two adjacent structures},
    journal={Structural Engineering and Mechanics},
    year={2018},
    volume={67},
    number={5},
    pages={427-437},
    doi={10.12989/sem.2018.67.5.427},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052739960&doi=10.12989%2fsem.2018.67.5.427&partnerID=40&md5=0dbde6e4e74af813a9040e728cc86892},
    affiliation={Department of Civil Engineering, Babol Noshirvani University of Technology, Babol, Iran; Department of Civil Engineering, Qaemshahr Branch, Islamic Azad University, Qaemshahr, Iran},
    }
  • [DOI] H. Luo, K. Du, J. -J. Sun, and B. -R. Ding, “Hysteretic shear and analysis models for reinforced concrete coupling beams with small span-to-depth ratios [小跨高比钢筋混凝土连梁非线性剪切滞回和分析模型研究],” Gongcheng lixue/engineering mechanics, vol. 35, iss. 9, p. 161-169 and 179, 2018.
    [Bibtex]
    @ARTICLE{Luo2018,
    author={Luo, H. and Du, K. and Sun, J.-J. and Ding, B.-R.},
    title={Hysteretic shear and analysis models for reinforced concrete coupling beams with small span-to-depth ratios [小跨高比钢筋混凝土连梁非线性剪切滞回和分析模型研究]},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={9},
    pages={161-169 and 179},
    doi={10.6052/j.issn.1000-4750.2017.04.0315},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85056628374&doi=10.6052%2fj.issn.1000-4750.2017.04.0315&partnerID=40&md5=f498e57a6cfafa80186cb79f440bfd31},
    affiliation={Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, 150080, China},
    }
  • [DOI] Y. Lin, Z. Zong, Y. Li, and L. Wang, “Seismic response analysis of a reinforced concrete continuous bridge considering coupling pounding-friction effect [考虑碰撞-摩擦耦合效应的钢筋混凝土连续梁桥地震响应分析],” Journal of southeast university (english edition), vol. 34, iss. 3, pp. 340-348, 2018.
    [Bibtex]
    @ARTICLE{Lin2018340,
    author={Lin, Y. and Zong, Z. and Li, Y. and Wang, L.},
    title={Seismic response analysis of a reinforced concrete continuous bridge considering coupling pounding-friction effect [考虑碰撞-摩擦耦合效应的钢筋混凝土连续梁桥地震响应分析]},
    journal={Journal of Southeast University (English Edition)},
    year={2018},
    volume={34},
    number={3},
    pages={340-348},
    doi={10.3969/j.issn.1003-7985.2018.03.009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054822045&doi=10.3969%2fj.issn.1003-7985.2018.03.009&partnerID=40&md5=8ff8e6777d76a23ab6065b90753d8f02},
    affiliation={School of Civil Engineering, Southeast University, Nanjing, 210096, China},
    }
  • [DOI] J. Xue, X. Zhang, R. Ren, L. Zhai, and L. Ma, “Experimental and numerical study on seismic performance of steel reinforced recycled concrete frame structure under low-cyclic reversed loading,” Advances in structural engineering, vol. 21, iss. 12, pp. 1895-1910, 2018.
    [Bibtex]
    @ARTICLE{Xue20181895,
    author={Xue, J. and Zhang, X. and Ren, R. and Zhai, L. and Ma, L.},
    title={Experimental and numerical study on seismic performance of steel reinforced recycled concrete frame structure under low-cyclic reversed loading},
    journal={Advances in Structural Engineering},
    year={2018},
    volume={21},
    number={12},
    pages={1895-1910},
    doi={10.1177/1369433218759080},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042904855&doi=10.1177%2f1369433218759080&partnerID=40&md5=c17adc1e4373c3ed8f62d6abbe101000},
    affiliation={Department of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China},
    }
  • [DOI] W. -K. Dong, G. -Y. Gao, J. Song, and S. Xue, “Effect of near-fault pulse-like ground motion with fling-step on site liquefaction [近断层滑冲效应脉冲地震动对场地液化的影响],” Zhejiang daxue xuebao (gongxue ban)/journal of zhejiang university (engineering science), vol. 52, iss. 9, pp. 1651-1657, 2018.
    [Bibtex]
    @ARTICLE{Dong20181651,
    author={Dong, W.-K. and Gao, G.-Y. and Song, J. and Xue, S.},
    title={Effect of near-fault pulse-like ground motion with fling-step on site liquefaction [近断层滑冲效应脉冲地震动对场地液化的影响]},
    journal={Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science)},
    year={2018},
    volume={52},
    number={9},
    pages={1651-1657},
    doi={10.3785/j.issn.1008-973X.2018.09.004},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057263415&doi=10.3785%2fj.issn.1008-973X.2018.09.004&partnerID=40&md5=fe6a2c4738ac0cd3d7389beaaf8506a9},
    affiliation={Department of Geotechnical, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education Engineering, Tongji University, Shanghai, 200092, China; School of Civil and Environmental Engineering, University of Technology Sydney, Sydney, NSW 2007, Australia; College of Civil and Transportation Engineering, Hohai University, Nanjing, 210098, China; Imperial College London, London, SW7 2AZ, United Kingdom},
    }
  • [DOI] M. Jia, X. Yang, D. Lü, and C. Wu, “Fragility-based progressive collapse capacity analysis of rc frame structures with infilling walls [基于易损性的rc空间框架填充墙结构连续倒塌能力分析],” Jianzhu jiegou xuebao/journal of building structures, vol. 39, pp. 230-236, 2018.
    [Bibtex]
    @ARTICLE{Jia2018230,
    author={Jia, M. and Yang, X. and Lü, D. and Wu, C.},
    title={Fragility-based progressive collapse capacity analysis of RC frame structures with infilling walls [基于易损性的RC空间框架填充墙结构连续倒塌能力分析]},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    pages={230-236},
    doi={10.14006/j.jzjgxb.2018.S1.030},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062985589&doi=10.14006%2fj.jzjgxb.2018.S1.030&partnerID=40&md5=fc49cc1c5f13fbea82233288f7e9b279},
    affiliation={Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin, 150090, China; Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin, 150090, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China},
    }
  • W. He, Z. -M. Luo, P. -B. Yin, and H. -Y. Fu, “Centrifuge model tests of bridge pile foundations in sloping ground of mountainous areas [山区斜坡桩基地震响应的离心模型试验],” Zhongguo gonglu xuebao/china journal of highway and transport, vol. 31, iss. 9, pp. 43-51, 2018.
    [Bibtex]
    @ARTICLE{He201843,
    author={He, W. and Luo, Z.-M. and Yin, P.-B. and Fu, H.-Y.},
    title={Centrifuge Model Tests of Bridge Pile Foundations in Sloping Ground of Mountainous Areas [山区斜坡桩基地震响应的离心模型试验]},
    journal={Zhongguo Gonglu Xuebao/China Journal of Highway and Transport},
    year={2018},
    volume={31},
    number={9},
    pages={43-51},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058118376&partnerID=40&md5=e944bc5ccc479de2013f558477c36761},
    affiliation={School of Civil Engineering, Changsha University of Science & Technology, Changsha, Hunan 410114, China},
    }
  • [DOI] W. Wang, A. Li, and X. Wang, “Seismic performance of precast concrete shear wall structure with improved assembly horizontal wall connections,” Bulletin of earthquake engineering, vol. 16, iss. 9, pp. 4133-4158, 2018.
    [Bibtex]
    @ARTICLE{Wang20184133,
    author={Wang, W. and Li, A. and Wang, X.},
    title={Seismic performance of precast concrete shear wall structure with improved assembly horizontal wall connections},
    journal={Bulletin of Earthquake Engineering},
    year={2018},
    volume={16},
    number={9},
    pages={4133-4158},
    doi={10.1007/s10518-018-0348-2},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044053292&doi=10.1007%2fs10518-018-0348-2&partnerID=40&md5=0bb24e808421d77594c70b10c44285db},
    affiliation={School of Architecture and Civil Engineering, Jiangsu University of Science and Technology, Zhenjiang, 212000, China; School of Civil Engineering, Southeast University, Nanjing, 210096, China; Beijing Advanced Innovation Center for Future Urban Design, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China},
    }
  • [DOI] H. R. Shokrgozar, I. Mansouri, and J. W. Hu, “Comparison of seismic reliability and risk assessment for special and intermediate steel moment frames,” Ksce journal of civil engineering, vol. 22, iss. 9, pp. 3452-3461, 2018.
    [Bibtex]
    @ARTICLE{Shokrgozar20183452,
    author={Shokrgozar, H.R. and Mansouri, I. and Hu, J.W.},
    title={Comparison of Seismic Reliability and Risk Assessment for Special and Intermediate Steel Moment Frames},
    journal={KSCE Journal of Civil Engineering},
    year={2018},
    volume={22},
    number={9},
    pages={3452-3461},
    doi={10.1007/s12205-018-0283-4},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046708678&doi=10.1007%2fs12205-018-0283-4&partnerID=40&md5=99965a9059061f35fa2437f230bb2e68},
    affiliation={Faculty of Engineering, University of Mohaghegh Ardabili, Ardabil, 56199-11367, Iran; Dept. of Civil Engineering, Birjand University of Technology, Birjand, 97175-569, Iran; Dept. of Civil and Environmental Engineering, Incheon National University, Incheon, 22012, South Korea; Incheon Disaster Prevention Research Center, Incheon National University, Incheon, 22012, South Korea},
    }
  • [DOI] M. Choi, R. Starbuck, S. Lee, S. Hwang, S. Lee, M. Park, and H. -S. Lee, “Distributed and interoperable simulation for comprehensive disaster response management in facilities,” Automation in construction, vol. 93, pp. 12-21, 2018.
    [Bibtex]
    @ARTICLE{Choi201812,
    author={Choi, M. and Starbuck, R. and Lee, S. and Hwang, S. and Lee, S. and Park, M. and Lee, H.-S.},
    title={Distributed and interoperable simulation for comprehensive disaster response management in facilities},
    journal={Automation in Construction},
    year={2018},
    volume={93},
    pages={12-21},
    doi={10.1016/j.autcon.2018.05.007},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046727920&doi=10.1016%2fj.autcon.2018.05.007&partnerID=40&md5=36de4069c350838a6c65e36b31e57976},
    affiliation={Department of Building and Real Estate, Hong Kong Polytechnic University, 11 Yuk Choi Rd, Hung Hom, Kowloon, Hong Kong; Google, 2600 Pearl St, Boulder, CO 80302, United States; Department of Architecture and Architectural Engineering, Seoul National University, 1 Gwanak-ro, Suite 425 Building #39, Gwanak-gu, Seoul, 08826, South Korea; Department of Architectural and Urban Systems Engineering, Ewha Womans University, 52 Ewhayeodae-Gil, Seodaemun-Gu, Seoul, 03760, South Korea; Tishman Construction Management Program, Dept. of Civil and Environmental Engineering, Univ. of Michigan, 2350 Hayward St., Ann Arbor, MI 48109, United States; Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul, 08826, South Korea},
    }
  • [DOI] W. Zhao, H. Yang, J. Fu, and X. Li, “Modelling of rc exterior beam-column joint [钢筋混凝土中间层边节点模型化方法研究],” Jianzhu jiegou xuebao/journal of building structures, vol. 39, pp. 254-262, 2018.
    [Bibtex]
    @ARTICLE{Zhao2018254,
    author={Zhao, W. and Yang, H. and Fu, J. and Li, X.},
    title={Modelling of RC exterior beam-column joint [钢筋混凝土中间层边节点模型化方法研究]},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    pages={254-262},
    doi={10.14006/j.jzjgxb.2018.S1.033},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062962025&doi=10.14006%2fj.jzjgxb.2018.S1.033&partnerID=40&md5=7638f025c8e28f3016b4d78244d77b28},
    affiliation={College of Civil Engineering, Chongqing University, Chongqing, 400045, China; Key Laboratory of New Technology for Construction of Cities in Mountain Area of China Ministry of Education, Chongqing University, Chongqing, 400030, China; Sichuan Languang Development Co., Ltd, Chongqing, 401120, China},
    }
  • [DOI] H. Rahami, G. Ghodrati Amiri, H. Amini Tehrani, and M. Akhavat, “Structural health monitoring for multi-story shear frames based on signal processing approach,” Iranian journal of science and technology – transactions of civil engineering, vol. 42, iss. 3, pp. 287-303, 2018.
    [Bibtex]
    @ARTICLE{Rahami2018287,
    author={Rahami, H. and Ghodrati Amiri, G. and Amini Tehrani, H. and Akhavat, M.},
    title={Structural Health Monitoring for Multi-story Shear Frames Based on Signal Processing Approach},
    journal={Iranian Journal of Science and Technology - Transactions of Civil Engineering},
    year={2018},
    volume={42},
    number={3},
    pages={287-303},
    doi={10.1007/s40996-018-0096-1},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050954526&doi=10.1007%2fs40996-018-0096-1&partnerID=40&md5=dcb818115818af2d4ee46b3e4804e0a6},
    affiliation={School of Engineering Science, College of Engineering, University of Tehran, Tehran, Iran; Centre of Excellence for Fundamental Studies in Structural Engineering, Iran University of Science and Technology, Tehran, Iran; School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran},
    }
  • [DOI] J. Zhong, Z. Hu, W. Yuan, and L. Chen, “System-based probabilistic optimization of fluid viscous dampers equipped in cable-stayed bridges,” Advances in structural engineering, vol. 21, iss. 12, pp. 1815-1825, 2018.
    [Bibtex]
    @ARTICLE{Zhong20181815,
    author={Zhong, J. and Hu, Z. and Yuan, W. and Chen, L.},
    title={System-based probabilistic optimization of fluid viscous dampers equipped in cable-stayed bridges},
    journal={Advances in Structural Engineering},
    year={2018},
    volume={21},
    number={12},
    pages={1815-1825},
    doi={10.1177/1369433218756429},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044058772&doi=10.1177%2f1369433218756429&partnerID=40&md5=1b5dfdb93033d6916ddceb6dab2cc992},
    affiliation={School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei, China; State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China},
    }
  • A. Ye, L. Zhou, G. Chen, and X. Wang, “Lateral quasi-static test of inverted y-shaped concrete tower for long span cable-stayed bridges [大跨度斜拉桥倒y形混凝土桥塔的 横向拟静力试验],” Tumu gongcheng xuebao/china civil engineering journal, vol. 51, iss. 9, pp. 66-74, 2018.
    [Bibtex]
    @ARTICLE{Ye201866,
    author={Ye, A. and Zhou, L. and Chen, G. and Wang, X.},
    title={Lateral quasi-static test of inverted Y-shaped concrete tower for long span cable-stayed bridges [大跨度斜拉桥倒Y形混凝土桥塔的 横向拟静力试验]},
    journal={Tumu Gongcheng Xuebao/China Civil Engineering Journal},
    year={2018},
    volume={51},
    number={9},
    pages={66-74},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054528802&partnerID=40&md5=612a92b14011b915f7bd71de3cdb7fb9},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China; Hunan Provincial Communications Planning, Survey & Design Institute Co., Ltd., Changsha, 410008, China},
    }
  • [DOI] T. Zhao, Z. Sun, D. Wang, and Y. Zhou, “Parametric sensitivity analysis in simulation of residual displacements for rc bridge piers [rc桥墩残余位移模拟的参数敏感性分析],” Zhendong yu chongji/journal of vibration and shock, vol. 37, iss. 15, pp. 251-260, 2018.
    [Bibtex]
    @ARTICLE{Zhao2018251,
    author={Zhao, T. and Sun, Z. and Wang, D. and Zhou, Y.},
    title={Parametric sensitivity analysis in simulation of residual displacements for RC bridge piers [RC桥墩残余位移模拟的参数敏感性分析]},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={15},
    pages={251-260},
    doi={10.13465/j.cnki.jvs.2018.15.035},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060810794&doi=10.13465%2fj.cnki.jvs.2018.15.035&partnerID=40&md5=3500396c590f0dbe5b3fa8415462ee57},
    affiliation={Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian, 116026, China; School of Civil Engineering, Institute of Disaster Prevention, Beijing, 101601, China; Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen, 518060, China},
    }
  • [DOI] X. Ji, D. Liu, and C. Molina Hutt, “Seismic performance evaluation of a high-rise building with novel hybrid coupled walls,” Engineering structures, vol. 169, pp. 216-225, 2018.
    [Bibtex]
    @ARTICLE{Ji2018216,
    author={Ji, X. and Liu, D. and Molina Hutt, C.},
    title={Seismic performance evaluation of a high-rise building with novel hybrid coupled walls},
    journal={Engineering Structures},
    year={2018},
    volume={169},
    pages={216-225},
    doi={10.1016/j.engstruct.2018.05.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85047260442&doi=10.1016%2fj.engstruct.2018.05.011&partnerID=40&md5=257386707752bc23119ca8cc2ebc45b9},
    affiliation={Department of Civil Engineering, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua University, Beijing, 100084, China; Department of Civil Engineering, University of British Columbia, Vancouver, BC V6Z1Z4, Canada},
    }
  • [DOI] J. Song, X. -L. Du, C. -S. Xu, and B. -Y. Sun, “Research on the dynamic responses of saturated porous media-pile foundation-superstructure system [饱和土场地-桩基-地上结构体系的地震响应研究],” Yantu lixue/rock and soil mechanics, vol. 39, iss. 8, pp. 3061-3070, 2018.
    [Bibtex]
    @ARTICLE{Song20183061,
    author={Song, J. and Du, X.-L. and Xu, C.-S. and Sun, B.-Y.},
    title={Research on the dynamic responses of saturated porous media-pile foundation-superstructure system [饱和土场地-桩基-地上结构体系的地震响应研究]},
    journal={Yantu Lixue/Rock and Soil Mechanics},
    year={2018},
    volume={39},
    number={8},
    pages={3061-3070},
    doi={10.16285/j.rsm.2016.2689},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062559344&doi=10.16285%2fj.rsm.2016.2689&partnerID=40&md5=54dab6700857da2ca808c4a55f74a599},
    affiliation={Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China; Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China},
    }
  • [DOI] J. Wang, M. Zhan, Q. Deng, and Y. Shi, “Study on earthquake rotation mechanism and skew degree influence on three-span simply supported skewed girder bridge [三跨斜交简支梁桥地震旋转机理及斜度影响研究],” Harbin gongcheng daxue xuebao/journal of harbin engineering university, vol. 39, iss. 8, pp. 1357-1362, 2018.
    [Bibtex]
    @ARTICLE{Wang20181357,
    author={Wang, J. and Zhan, M. and Deng, Q. and Shi, Y.},
    title={Study on earthquake rotation mechanism and skew degree influence on three-span simply supported skewed girder bridge [三跨斜交简支梁桥地震旋转机理及斜度影响研究]},
    journal={Harbin Gongcheng Daxue Xuebao/Journal of Harbin Engineering University},
    year={2018},
    volume={39},
    number={8},
    pages={1357-1362},
    doi={10.11990/jheu.201702015},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85056827966&doi=10.11990%2fjheu.201702015&partnerID=40&md5=06540e24699ffdebc0fb1ac3dfb5a011},
    affiliation={School of Civil Engineering, Shijiazhuang Railway University, Shijiazhuang, 050043, China; China Railway Fifth Survey and Design Institute Group Co., Ltd., Beijing, 102600, China; Beijing MTR Operation Administration Corporation, Beijing, 100068, China; School of Civil Engineering, Lanzhou University of Technology, Lanzhou, 730050, China},
    }
  • [DOI] M. Shahnewaz, S. Alam, and T. Tannert, “In-plane strength and stiffness of cross-laminated timber shear walls,” Buildings, vol. 8, iss. 8, 2018.
    [Bibtex]
    @ARTICLE{Shahnewaz2018,
    author={Shahnewaz, M. and Alam, S. and Tannert, T.},
    title={In-plane strength and stiffness of cross-laminated timber shear walls},
    journal={Buildings},
    year={2018},
    volume={8},
    number={8},
    doi={10.3390/buildings8080100},
    art_number={100},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052694299&doi=10.3390%2fbuildings8080100&partnerID=40&md5=ee1991ca8b971c6e03f74752422a2b82},
    affiliation={IntegratedWood Engineering, University of Northern British Columbia, Prince George, BC V2N 4Z9, Canada; School of Engineering, University of British Columbia, Okanagan, BC V1V 1V7, Canada},
    }
  • [DOI] X. Chen, J. Liang, and P. Shi, “Finite element analysis on the axial compression behaviors of frp-confined normal-strength and high-strength concrete columns [frp约束普通和高强混凝土柱轴压性能的有限元分析],” Shanghai ligong daxue xuebao/journal of university of shanghai for science and technology, vol. 40, iss. 4, p. 391-397 and 402, 2018.
    [Bibtex]
    @ARTICLE{Chen2018,
    author={Chen, X. and Liang, J. and Shi, P.},
    title={Finite Element Analysis on the Axial Compression Behaviors of FRP-Confined Normal-Strength and High-Strength Concrete Columns [FRP约束普通和高强混凝土柱轴压性能的有限元分析]},
    journal={Shanghai Ligong Daxue Xuebao/Journal of University of Shanghai for Science and Technology},
    year={2018},
    volume={40},
    number={4},
    pages={391-397 and 402},
    doi={10.13255/j.cnki.jusst.2018.04.013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058842819&doi=10.13255%2fj.cnki.jusst.2018.04.013&partnerID=40&md5=aedd420d1d9d64aa9e85be277d91cc39},
    affiliation={School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai, 200093, China},
    }
  • [DOI] M. Mahmoudi, S. Montazeri, and M. J. Sadr Abad, “Seismic performance of steel x-knee-braced frames equipped with shape memory alloy bars,” Journal of constructional steel research, vol. 147, pp. 171-186, 2018.
    [Bibtex]
    @ARTICLE{Mahmoudi2018171,
    author={Mahmoudi, M. and Montazeri, S. and Sadr Abad, M.J.},
    title={Seismic performance of steel X-knee-braced frames equipped with shape memory alloy bars},
    journal={Journal of Constructional Steel Research},
    year={2018},
    volume={147},
    pages={171-186},
    doi={10.1016/j.jcsr.2018.03.019},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045644077&doi=10.1016%2fj.jcsr.2018.03.019&partnerID=40&md5=fb33e93a5a250dce09045b806c111a66},
    affiliation={Faculty of Civil Engineering, Shahid Rajaee Teacher Training University, P.O. Box 16785-136, Tehran, Iran},
    }
  • [DOI] J. Zhong, H. -P. Wan, W. -X. Ren, and W. -C. Yuan, “Seismic risk analysis for cable-stayed bridges based on total probability theorem [全概率理论斜拉桥地震风险分析],” Zhendong gongcheng xuebao/journal of vibration engineering, vol. 31, iss. 4, pp. 654-661, 2018.
    [Bibtex]
    @ARTICLE{Zhong2018654,
    author={Zhong, J. and Wan, H.-P. and Ren, W.-X. and Yuan, W.-C.},
    title={Seismic risk analysis for cable-stayed bridges based on total probability theorem [全概率理论斜拉桥地震风险分析]},
    journal={Zhendong Gongcheng Xuebao/Journal of Vibration Engineering},
    year={2018},
    volume={31},
    number={4},
    pages={654-661},
    doi={10.16385/j.cnki.issn.1004-4523.2018.04.013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054406536&doi=10.16385%2fj.cnki.issn.1004-4523.2018.04.013&partnerID=40&md5=c1748228dbbd660cd7c18805ae3a2080},
    affiliation={School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei, 230009, China; State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • [DOI] X. -L. Cheng, C. -Y. Cui, Z. -G. Sun, and G. -B. Wang, “Comparison between large-size shaking table test and numerical simulation for free field of saturated soft soil [饱和软土自由场振动台试验与数值模拟对比],” Dalian haishi daxue xuebao/journal of dalian maritime university, vol. 44, iss. 3, p. 89-94 and 101, 2018.
    [Bibtex]
    @ARTICLE{Cheng2018,
    author={Cheng, X.-L. and Cui, C.-Y. and Sun, Z.-G. and Wang, G.-B.},
    title={Comparison between large-size shaking table test and numerical simulation for free field of saturated soft soil [饱和软土自由场振动台试验与数值模拟对比]},
    journal={Dalian Haishi Daxue Xuebao/Journal of Dalian Maritime University},
    year={2018},
    volume={44},
    number={3},
    pages={89-94 and 101},
    doi={10.16411/j.cnki.issn1006-7736.2018.03.013},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059269247&doi=10.16411%2fj.cnki.issn1006-7736.2018.03.013&partnerID=40&md5=e567c310049a78f6b634a8f06174837c},
    affiliation={Transportation Engineering College, Dalian Maritime University, Dalian, 116026, China},
    }
  • [DOI] Q. Huang, M. Dyanati, D. A. Roke, A. Chandra, and K. Sett, “Economic feasibility study of self-centering concentrically braced frame systems,” Journal of structural engineering (united states), vol. 144, iss. 8, 2018.
    [Bibtex]
    @ARTICLE{Huang2018,
    author={Huang, Q. and Dyanati, M. and Roke, D.A. and Chandra, A. and Sett, K.},
    title={Economic Feasibility Study of Self-Centering Concentrically Braced Frame Systems},
    journal={Journal of Structural Engineering (United States)},
    year={2018},
    volume={144},
    number={8},
    doi={10.1061/(ASCE)ST.1943-541X.0002093},
    art_number={04018101},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85047520447&doi=10.1061%2f%28ASCE%29ST.1943-541X.0002093&partnerID=40&md5=e3bddb7f0c1c661473e3a8508134fd0a},
    affiliation={Dept. of Civil Engineering, Univ. of Akron, Akron, OH 44325-3905, United States; Senior Structural Engineer and Modeler, Weather Analytics, 1506 19th St. NW, Washington, DC 20039, United States; George W. Daverio School of Accountancy, Univ. of Akron, Akron, OH 44325-3905, United States; Dept. of Civil, Structural and Environmental, Univ. at Buffalo, Buffalo, NY 14260, United States},
    }
  • [DOI] H. Mortezaie and F. Rezaie, “Optimization and evaluation of three-dimensional high-rise concrete structure equipped by tmd with considering the soil-structure interaction effect,” Journal of vibroengineering, vol. 20, iss. 5, pp. 2111-2127, 2018.
    [Bibtex]
    @ARTICLE{Mortezaie20182111,
    author={Mortezaie, H. and Rezaie, F.},
    title={Optimization and evaluation of three-dimensional high-rise concrete structure equipped by TMD with considering the soil-structure interaction effect},
    journal={Journal of Vibroengineering},
    year={2018},
    volume={20},
    number={5},
    pages={2111-2127},
    doi={10.21595/jve.2017.18628},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049788594&doi=10.21595%2fjve.2017.18628&partnerID=40&md5=18a3376bd689a8749c40326fda079f58},
    affiliation={Bu-Ali Sina University, Hamadan, Iran},
    }
  • [DOI] J. Liu, X. Li, X. Zang, Y. F. Chen, and X. Wang, “Hysteretic behavior and modified design of square tsrc columns with shear studs,” Thin-walled structures, vol. 129, pp. 265-277, 2018.
    [Bibtex]
    @ARTICLE{Liu2018265,
    author={Liu, J. and Li, X. and Zang, X. and Chen, Y.F. and Wang, X.},
    title={Hysteretic behavior and modified design of square TSRC columns with shear studs},
    journal={Thin-Walled Structures},
    year={2018},
    volume={129},
    pages={265-277},
    doi={10.1016/j.tws.2018.04.007},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046342412&doi=10.1016%2fj.tws.2018.04.007&partnerID=40&md5=b3c63f20c5aa4a41984e56593c4d1d50},
    affiliation={School of Civil Engineering, Chongqing University, Chongqing, 400045, China; Key Laboratory of Mechanics on Disaster and Environment in Western China of the Ministry of Education of China, Lanzhou University, Lanzhou, 730000, China; Department of Civil Engineering, The Pennsylvania State University, Middletown, PA 17057, United States},
    }
  • [DOI] H. Parvini Sani, M. Gholhaki, and M. Banazadeh, “Simplified direct loss measure for seismic isolated steel moment-resisting structures,” Journal of constructional steel research, vol. 147, pp. 313-323, 2018.
    [Bibtex]
    @ARTICLE{ParviniSani2018313,
    author={Parvini Sani, H. and Gholhaki, M. and Banazadeh, M.},
    title={Simplified direct loss measure for seismic isolated steel moment-resisting structures},
    journal={Journal of Constructional Steel Research},
    year={2018},
    volume={147},
    pages={313-323},
    doi={10.1016/j.jcsr.2018.04.010},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046090668&doi=10.1016%2fj.jcsr.2018.04.010&partnerID=40&md5=26b6477efee2327f707d5553dbb535f9},
    affiliation={Structural Engineering, Department of Civil Engineering, College of Engineering, Zanjan Branch, Islamic Azad University, Zanjan, Iran; Structural Engineering, Department of Civil Engineering, Semnan University, Semnan, Iran; Seismic Engineering, Department of Civil and Environmental Engineering, Amirkabir University of Technology (Tehran Polytechnic), Tehran, Iran},
    }
  • [DOI] H. Jiang, H. Qiu, and M. Zhang, “Probabilistic seismic demand analysis of frame structure with local slot in floor slab [楼板局部设缝框架结构概率地震需求分析],” Hunan daxue xuebao/journal of hunan university natural sciences, vol. 45, iss. 7, pp. 29-38, 2018.
    [Bibtex]
    @ARTICLE{Jiang201829,
    author={Jiang, H. and Qiu, H. and Zhang, M.},
    title={Probabilistic Seismic Demand Analysis of Frame Structure with Local Slot in Floor Slab [楼板局部设缝框架结构概率地震需求分析]},
    journal={Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences},
    year={2018},
    volume={45},
    number={7},
    pages={29-38},
    doi={10.16339/j.cnki.hdxbzkb.2018.07.004},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054786135&doi=10.16339%2fj.cnki.hdxbzkb.2018.07.004&partnerID=40&md5=8f9e7e403c6d2afe16e4bed149fa8c04},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, 210096, China; School of Civil Engineering and Architecture, Guangxi University of Science and Technology, Liuzhou, 545006, China},
    }
  • [DOI] H. Huang and W. -S. Chang, “Application of pre-stressed sma-based tuned mass damper to a timber floor system,” Engineering structures, vol. 167, pp. 143-150, 2018.
    [Bibtex]
    @ARTICLE{Huang2018143,
    author={Huang, H. and Chang, W.-S.},
    title={Application of pre-stressed SMA-based tuned mass damper to a timber floor system},
    journal={Engineering Structures},
    year={2018},
    volume={167},
    pages={143-150},
    doi={10.1016/j.engstruct.2018.04.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045440912&doi=10.1016%2fj.engstruct.2018.04.011&partnerID=40&md5=c6bd1172a07e9a925b678aae9f173946},
    affiliation={College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China; School of Architecture, University of Sheffield, Sheffield, S102TN, United Kingdom},
    }
  • [DOI] J. Wang, H. Li, J. Yan, and Y. Shi, “Residual displacements of rc piers under action of earthquake [地震作用下钢筋混凝土桥墩残余位移研究],” Zhendong yu chongji/journal of vibration and shock, vol. 37, iss. 13, pp. 130-134, 2018.
    [Bibtex]
    @ARTICLE{Wang2018130,
    author={Wang, J. and Li, H. and Yan, J. and Shi, Y.},
    title={Residual displacements of RC piers under action of earthquake [地震作用下钢筋混凝土桥墩残余位移研究]},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={13},
    pages={130-134},
    doi={10.13465/j.cnki.jvs.2018.13.020},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055468222&doi=10.13465%2fj.cnki.jvs.2018.13.020&partnerID=40&md5=05bfb1981c75eef9dbdc4a70e3910b16},
    affiliation={MOE Key Lab of Roads and Railway Engineering Safety Control, Shijiazhuang Tiedao University, Shijiazhuang, 050043, China; CITIC General Institute of Architectural Design and Research Co., Ltd., Wuhan, 430014, China; Structural Health Monitoring and Control Institute, Shijiazhuang Tiedao University, Shijiazhuang, 050043, China; School of Civil Engineering, Lanzhou University of Technology, Lanzhou, 730050, China},
    }
  • [DOI] D. R. Teruna and H. Wijaya, “Seismic responses comparison of rc building in consideration of plastic hinge models and properties.” 2018.
    [Bibtex]
    @CONFERENCE{Teruna2018,
    author={Teruna, D.R. and Wijaya, H.},
    title={Seismic responses comparison of RC building in consideration of plastic hinge models and properties},
    journal={IOP Conference Series: Materials Science and Engineering},
    year={2018},
    volume={383},
    number={1},
    doi={10.1088/1757-899X/383/1/012025},
    art_number={012025},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050510426&doi=10.1088%2f1757-899X%2f383%2f1%2f012025&partnerID=40&md5=0b10d58a6b63a248a14a6e2953ce88c3},
    affiliation={Department of Civil Engineering, University of Sumatera Utara, Jln. DR. Mansyur Kampus, USU Medan, 20155, Indonesia; Department of Civil and Construction Engineering, Swinburne University of Technology, Australia},
    }
  • [DOI] A. Mohebbi, M. S. Saiidi, and A. M. Itani, “Shake table studies and analysis of a precast two-column bent with advanced materials and pocket connections,” Journal of bridge engineering, vol. 23, iss. 7, 2018.
    [Bibtex]
    @ARTICLE{Mohebbi2018,
    author={Mohebbi, A. and Saiidi, M.S. and Itani, A.M.},
    title={Shake Table Studies and Analysis of a Precast Two-Column Bent with Advanced Materials and Pocket Connections},
    journal={Journal of Bridge Engineering},
    year={2018},
    volume={23},
    number={7},
    doi={10.1061/(ASCE)BE.1943-5592.0001247},
    art_number={04018046},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046894222&doi=10.1061%2f%28ASCE%29BE.1943-5592.0001247&partnerID=40&md5=47cfc33b0b074ad0006821d9be6fdc87},
    affiliation={Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV 89557, United States},
    }
  • J. Xu, Z. Chen, S. Zhang, and J. Xue, “Seismic performance evolution and transmission mechanism, design philosophy of cross-shaped steel reinforced concrete columns and the corresponding joints [型钢混凝土十形柱及其节点抗震性能演变, 传递机制及设计理念],” Tumu gongcheng xuebao/china civil engineering journal, vol. 51, iss. 7, pp. 75-86, 2018.
    [Bibtex]
    @ARTICLE{Xu201875,
    author={Xu, J. and Chen, Z. and Zhang, S. and Xue, J.},
    title={Seismic performance evolution and transmission mechanism, design philosophy of cross-shaped steel reinforced concrete columns and the corresponding joints [型钢混凝土十形柱及其节点抗震性能演变, 传递机制及设计理念]},
    journal={Tumu Gongcheng Xuebao/China Civil Engineering Journal},
    year={2018},
    volume={51},
    number={7},
    pages={75-86},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054519253&partnerID=40&md5=01faf50ea9a5de3933e8620393f77923},
    affiliation={College of Civil Engineering and Architecture, Guangxi University, Nanning, 530004, China; Nanjing Tech University, Nanjing, 211816, China; Key laboratory of disaster prevention and structural safety of ministry of education, Guangxi University, Nanning, 530004, China; Xi'an University of Architecture & Technology, Xi'an, 710055, China},
    }
  • [DOI] S. Kameshwar and J. E. Padgett, “Parameterized fragility assessment of bridges subjected to pier scour and vehicular loads,” Journal of bridge engineering, vol. 23, iss. 7, 2018.
    [Bibtex]
    @ARTICLE{Kameshwar2018,
    author={Kameshwar, S. and Padgett, J.E.},
    title={Parameterized Fragility Assessment of Bridges Subjected to Pier Scour and Vehicular Loads},
    journal={Journal of Bridge Engineering},
    year={2018},
    volume={23},
    number={7},
    doi={10.1061/(ASCE)BE.1943-5592.0001240},
    art_number={04018044},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046146149&doi=10.1061%2f%28ASCE%29BE.1943-5592.0001240&partnerID=40&md5=686e74ac7b95e93a75b53071230d26de},
    affiliation={Dept. of Civil and Environmental Engineering, Rice Univ., 6100 Main St., MS-318, Houston, TX 77005, United States},
    }
  • [DOI] A. Khosravifar, A. Elgamal, J. Lu, and J. Li, “A 3d model for earthquake-induced liquefaction triggering and post-liquefaction response,” Soil dynamics and earthquake engineering, vol. 110, pp. 43-52, 2018.
    [Bibtex]
    @ARTICLE{Khosravifar201843,
    author={Khosravifar, A. and Elgamal, A. and Lu, J. and Li, J.},
    title={A 3D model for earthquake-induced liquefaction triggering and post-liquefaction response},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2018},
    volume={110},
    pages={43-52},
    doi={10.1016/j.soildyn.2018.04.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045443937&doi=10.1016%2fj.soildyn.2018.04.008&partnerID=40&md5=6b494893505561a8dc9304c507dcdf5c},
    affiliation={Department of Civil and Environmental Engineering, Portland State University, Portland, OR 97201, United States; Department of Structural Engineering, University of California, San Diego, La Jolla, CA 92093, United States},
    }
  • [DOI] X. Huang, Z. Zhou, K. Hua, C. Guo, D. Zhu, and T. Xia, “Influence of infill configurations on seismic responses of steel self-centering moment resisting frames,” Structural design of tall and special buildings, vol. 27, iss. 10, 2018.
    [Bibtex]
    @ARTICLE{Huang2018,
    author={Huang, X. and Zhou, Z. and Hua, K. and Guo, C. and Zhu, D. and Xia, T.},
    title={Influence of infill configurations on seismic responses of steel self-centering moment resisting frames},
    journal={Structural Design of Tall and Special Buildings},
    year={2018},
    volume={27},
    number={10},
    doi={10.1002/tal.1474},
    art_number={e1474},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046709008&doi=10.1002%2ftal.1474&partnerID=40&md5=18dda1ba614cdddbc37ee2a4b5af9269},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, China},
    }
  • [DOI] P. Li, S. Dashti, M. Badanagki, and P. Kirkwood, “Evaluating 2d numerical simulations of granular columns in level and gently sloping liquefiable sites using centrifuge experiments,” Soil dynamics and earthquake engineering, vol. 110, pp. 232-243, 2018.
    [Bibtex]
    @ARTICLE{Li2018232,
    author={Li, P. and Dashti, S. and Badanagki, M. and Kirkwood, P.},
    title={Evaluating 2D numerical simulations of granular columns in level and gently sloping liquefiable sites using centrifuge experiments},
    journal={Soil Dynamics and Earthquake Engineering},
    year={2018},
    volume={110},
    pages={232-243},
    doi={10.1016/j.soildyn.2018.03.023},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046167182&doi=10.1016%2fj.soildyn.2018.03.023&partnerID=40&md5=0df23e97df5158bc2e40592435b1c8f8},
    affiliation={Institute of Disaster Prevention, Sanhe, Hebei province 065201, China; University of Colorado Boulder, Dept. of Civil, Env. and Arch. Engineering, Boulder, CO 80309, United States},
    }
  • [DOI] S. Sadeghi and F. R. Rofooei, “Quantification of the seismic performance factors for steel diagrid structures,” Journal of constructional steel research, vol. 146, pp. 155-168, 2018.
    [Bibtex]
    @ARTICLE{Sadeghi2018155,
    author={Sadeghi, S. and Rofooei, F.R.},
    title={Quantification of the seismic performance factors for steel diagrid structures},
    journal={Journal of Constructional Steel Research},
    year={2018},
    volume={146},
    pages={155-168},
    doi={10.1016/j.jcsr.2018.03.018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045273597&doi=10.1016%2fj.jcsr.2018.03.018&partnerID=40&md5=4234e6d76a072127776a582f7a0348ef},
    affiliation={Civil Engineering Department, Sharif University of Technology, PO Box 11155-4313, Tehran, Iran},
    }
  • [DOI] L. M. Massone and F. Nazar, “Analytical and experimental evaluation of the use of fibers as partial reinforcement in shotcrete for tunnels in chile,” Tunnelling and underground space technology, vol. 77, pp. 13-25, 2018.
    [Bibtex]
    @ARTICLE{Massone201813,
    author={Massone, L.M. and Nazar, F.},
    title={Analytical and experimental evaluation of the use of fibers as partial reinforcement in shotcrete for tunnels in Chile},
    journal={Tunnelling and Underground Space Technology},
    year={2018},
    volume={77},
    pages={13-25},
    doi={10.1016/j.tust.2018.03.027},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044587629&doi=10.1016%2fj.tust.2018.03.027&partnerID=40&md5=569b3d1c023acb1a5dc4849f71be2a86},
    affiliation={Department of Civil Engineering, University of Chile, Blanco Encalada 2002, Santiago, Chile},
    }
  • [DOI] Y. Pan, X. Chen, H. Wang, and C. Zhao, “Seismic fragility analysis of unbonded post-tensioned fabricated rc frame structures [无黏结预应力装配式框架结构地震易损性分析],” Harbin gongye daxue xuebao/journal of harbin institute of technology, vol. 50, iss. 6, pp. 71-77, 2018.
    [Bibtex]
    @ARTICLE{Pan201871,
    author={Pan, Y. and Chen, X. and Wang, H. and Zhao, C.},
    title={Seismic fragility analysis of unbonded post-tensioned fabricated RC frame structures [无黏结预应力装配式框架结构地震易损性分析]},
    journal={Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology},
    year={2018},
    volume={50},
    number={6},
    pages={71-77},
    doi={10.11918/j.issn.0367-6234.201709017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054612578&doi=10.11918%2fj.issn.0367-6234.201709017&partnerID=40&md5=7dfe324da7861468db6b01385ca53ce8},
    affiliation={School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China; Key Laboratory of Seismic Engineering of Sichuan Province (Southwest Jiaotong University), Chengdu, 610031, China; China Railway Liuyuan Group Co., Ltd., Tianjin, 300308, China},
    }
  • [DOI] J. Pereiro-Barceló, J. L. Bonet, S. Gómez-Portillo, and C. Castro-Bugallo, “Ductility of high-performance concrete and very-high-performance concrete elements with ni-ti reinforcements,” Construction and building materials, vol. 175, pp. 531-551, 2018.
    [Bibtex]
    @ARTICLE{Pereiro-Barceló2018531,
    author={Pereiro-Barceló, J. and Bonet, J.L. and Gómez-Portillo, S. and Castro-Bugallo, C.},
    title={Ductility of high-performance concrete and very-high-performance concrete elements with Ni-Ti reinforcements},
    journal={Construction and Building Materials},
    year={2018},
    volume={175},
    pages={531-551},
    doi={10.1016/j.conbuildmat.2018.04.172},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046682341&doi=10.1016%2fj.conbuildmat.2018.04.172&partnerID=40&md5=053c22aaf1a3493c409cb9a2369b3878},
    affiliation={Construction Engineering and Civil Engineering Projects Department, ICITECH, Universitat Politècnica de València, C/Vera unnumbered, Valencia, 46022, Spain; Independent Civil Engineer, Universitat Politècnica de València, C/Vera unnumbered, Valencia, 46022, Spain},
    }
  • [DOI] H. Bahar and A. Bahar, “A force analogy method (fam) assessment on different static condensation procedures for frames with full rayleigh damping,” Structural design of tall and special buildings, vol. 27, iss. 9, 2018.
    [Bibtex]
    @ARTICLE{Bahar2018,
    author={Bahar, H. and Bahar, A.},
    title={A force analogy method (FAM) assessment on different static condensation procedures for frames with full Rayleigh damping},
    journal={Structural Design of Tall and Special Buildings},
    year={2018},
    volume={27},
    number={9},
    doi={10.1002/tal.1468},
    art_number={e1468},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041080857&doi=10.1002%2ftal.1468&partnerID=40&md5=6dd31d84c50b92197a7e625e085a3e9b},
    affiliation={Faculty of Engineering, University of Guilan, Rasht, Iran},
    }
  • [DOI] S. Yong, C. Xin, Z. Yan-Qing, Y. Wei-Gen, L. Jia-Qing, and S. Guan-Xing, “Seismic strengthening design and performance analysis of an existing rc frame.” 2018.
    [Bibtex]
    @CONFERENCE{Yong2018,
    author={Yong, S. and Xin, C. and Yan-Qing, Z. and Wei-Gen, Y. and Jia-Qing, L. and Guan-Xing, S.},
    title={Seismic Strengthening Design and Performance Analysis of an Existing RC Frame},
    journal={IOP Conference Series: Materials Science and Engineering},
    year={2018},
    volume={371},
    number={1},
    doi={10.1088/1757-899X/371/1/012028},
    art_number={012028},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049779269&doi=10.1088%2f1757-899X%2f371%2f1%2f012028&partnerID=40&md5=ef1f9d15708540e7b3c0fe3c8c9b7d71},
    affiliation={Jiangsu Research Institute of Building Science Co., Ltd, Nanjing, 210008, China; Jiangsu Province Key Laboratory of Structure Engineering, Suzhou University of Science and Technology, Suzhou, 215011, China},
    }
  • [DOI] R. Lukic, E. Poletti, H. Rodrigues, and G. Vasconcelos, “Numerical modelling of the cyclic behavior of timber-framed structures,” Engineering structures, vol. 165, pp. 210-221, 2018.
    [Bibtex]
    @ARTICLE{Lukic2018210,
    author={Lukic, R. and Poletti, E. and Rodrigues, H. and Vasconcelos, G.},
    title={Numerical modelling of the cyclic behavior of timber-framed structures},
    journal={Engineering Structures},
    year={2018},
    volume={165},
    pages={210-221},
    doi={10.1016/j.engstruct.2018.03.039},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044152695&doi=10.1016%2fj.engstruct.2018.03.039&partnerID=40&md5=eddd8c254a98fe851e1aa777da6f86d0},
    affiliation={Engineer-in-Training, Toronto, Canada; ISISE, Department of Civil Engineering, Campus de Azurém, University of Minho, Portugal; RISCO, School of Technology and Management, Instituto Politécnico de Leiria, Portugal},
    }
  • [DOI] C. Li, H. -N. Li, H. Hao, K. Bi, and B. Chen, “Seismic fragility analyses of sea-crossing cable-stayed bridges subjected to multi-support ground motions on offshore sites,” Engineering structures, vol. 165, pp. 441-456, 2018.
    [Bibtex]
    @ARTICLE{Li2018441,
    author={Li, C. and Li, H.-N. and Hao, H. and Bi, K. and Chen, B.},
    title={Seismic fragility analyses of sea-crossing cable-stayed bridges subjected to multi-support ground motions on offshore sites},
    journal={Engineering Structures},
    year={2018},
    volume={165},
    pages={441-456},
    doi={10.1016/j.engstruct.2018.03.066},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044458510&doi=10.1016%2fj.engstruct.2018.03.066&partnerID=40&md5=d24c552d3a5d630d72101171e23931e9},
    affiliation={State Key Laboratory of Coastal and Offshore Engineering, Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, 116024, China; School of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, China; Center for Infrastructure Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin University, Kent Street, Bentley, WA 6102, Australia; School of Civil Engineering, Guangzhou University, Guangzhou, 510006, China; School of Architecture and Civil Engineering, Nanchang University, Nanchang, 330031, China},
    }
  • [DOI] M. Zaker Esteghamati, M. Banazadeh, and Q. Huang, “The effect of design drift limit on the seismic performance of rc dual high-rise buildings,” Structural design of tall and special buildings, vol. 27, iss. 8, 2018.
    [Bibtex]
    @ARTICLE{ZakerEsteghamati2018,
    author={Zaker Esteghamati, M. and Banazadeh, M. and Huang, Q.},
    title={The effect of design drift limit on the seismic performance of RC dual high-rise buildings},
    journal={Structural Design of Tall and Special Buildings},
    year={2018},
    volume={27},
    number={8},
    doi={10.1002/tal.1464},
    art_number={e1464},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044578219&doi=10.1002%2ftal.1464&partnerID=40&md5=941badfd84726585df3fe48b69e8709c},
    affiliation={Department of Civil Engineering, The University of Akron, Akron, OH, United States; Civil and Environmental Engineering Department, Amirkabir University, Tehran, Iran},
    }
  • [DOI] P. B. Malla, H. Zhou, and Y. Che, “Cyclic flexural behavior of reinforced concrete beams.” 2018.
    [Bibtex]
    @CONFERENCE{Malla2018,
    author={Malla, P.B. and Zhou, H. and Che, Y.},
    title={Cyclic Flexural Behavior of Reinforced Concrete Beams},
    journal={E3S Web of Conferences},
    year={2018},
    volume={38},
    doi={10.1051/e3sconf/20183803022},
    art_number={03022},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049325147&doi=10.1051%2fe3sconf%2f20183803022&partnerID=40&md5=95e2a96cb1a26761b326293cc799a0d5},
    affiliation={State Key Laboratory of Costal and Offshore Engineering, Dalian University of Technology, Dalian, Liaoning, 116024, China; Department of Architectural Engineering, Shandong Water Conservancy Vocational College, Rizhao, Shandong Code, China},
    }
  • [DOI] A. V. Tsantilis and T. C. Triantafillou, “Innovative seismic isolation of masonry infills in steel frames using cellular materials at the frame-infill interface,” Journal of earthquake engineering, pp. 1-18, 2018.
    [Bibtex]
    @ARTICLE{Tsantilis20181,
    author={Tsantilis, A.V. and Triantafillou, T.C.},
    title={Innovative Seismic Isolation of Masonry Infills in Steel Frames using Cellular Materials at the Frame-Infill Interface},
    journal={Journal of Earthquake Engineering},
    year={2018},
    pages={1-18},
    doi={10.1080/13632469.2018.1478347},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85047984334&doi=10.1080%2f13632469.2018.1478347&partnerID=40&md5=e31a60396c40b4209ea29c37d4ab354b},
    affiliation={Dept. of Civil Engrg, Univ. of Patras, Patras, Greece, Greece},
    }
  • Y. Sun, J. Xu, Z. Chen, J. Xue, and X. Zhou, “A numerical simulation method for analyzing the biaxial compression-bending behavior of steel reinforced concrete t-shaped columns: experimental verification and ultimate capacity analysis [一种分析型钢混凝土t形柱双向压弯受力性能数值 模拟方法:试验验证与极限承载力分析],” Tumu gongcheng xuebao/china civil engineering journal, vol. 51, iss. 6, pp. 80-90, 2018.
    [Bibtex]
    @ARTICLE{Sun201880,
    author={Sun, Y. and Xu, J. and Chen, Z. and Xue, J. and Zhou, X.},
    title={A numerical simulation method for analyzing the biaxial compression-bending behavior of steel reinforced concrete T-shaped columns: experimental verification and ultimate capacity analysis [一种分析型钢混凝土T形柱双向压弯受力性能数值 模拟方法:试验验证与极限承载力分析]},
    journal={Tumu Gongcheng Xuebao/China Civil Engineering Journal},
    year={2018},
    volume={51},
    number={6},
    pages={80-90},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054344895&partnerID=40&md5=5644937227a52cf9ca8aa12fbd0473bf},
    affiliation={Nanjing Tech University, Nanning, 211816, China; Guangxi University, Nanning, 530004, China; Key Laboratory of Disaster Prevention and Structural Safety of the Ministry of Education, Guangxi University, Nanning, 530004, China; Xi'an University of Architecture and Technology, Xi'an, 710055, China},
    }
  • [DOI] A. Ghaffary and R. Karami Mohammadi, “Framework for virtual hybrid simulation of tadas frames using opensees and abaqus,” Jvc/journal of vibration and control, vol. 24, iss. 11, pp. 2165-2179, 2018.
    [Bibtex]
    @ARTICLE{Ghaffary20182165,
    author={Ghaffary, A. and Karami Mohammadi, R.},
    title={Framework for virtual hybrid simulation of TADAS frames using opensees and abaqus},
    journal={JVC/Journal of Vibration and Control},
    year={2018},
    volume={24},
    number={11},
    pages={2165-2179},
    doi={10.1177/1077546316679029},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046750516&doi=10.1177%2f1077546316679029&partnerID=40&md5=56f8677c9f1df4332e83513704d1c1dd},
    affiliation={Department of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran},
    }
  • [DOI] D. -C. Feng, G. Wu, and Y. Lu, “Numerical investigation on the progressive collapse behavior of precast reinforced concrete frame subassemblages,” Journal of performance of constructed facilities, vol. 32, iss. 3, 2018.
    [Bibtex]
    @ARTICLE{Feng2018,
    author={Feng, D.-C. and Wu, G. and Lu, Y.},
    title={Numerical Investigation on the Progressive Collapse Behavior of Precast Reinforced Concrete Frame Subassemblages},
    journal={Journal of Performance of Constructed Facilities},
    year={2018},
    volume={32},
    number={3},
    doi={10.1061/(ASCE)CF.1943-5509.0001179},
    art_number={04018027},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045410738&doi=10.1061%2f%28ASCE%29CF.1943-5509.0001179&partnerID=40&md5=1214cffb594411ad2b686e9a2a21cc93},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures, Ministry of Education, Southeast Univ., 2 Sipailou, Nanjing, 210096, China; Institute for Infrastructure and Environment, School of Engineering, Univ. of Edinburgh, Edinburgh, EH9 3JL, United Kingdom},
    }
  • [DOI] C. Tang, R. Luo, X. Bai, T. Yang, and Q. Nie, “Research on seismic deformation capacity of existing concrete frame columns with low volumetric ratio of transverse reinforcement [低配箍率既有框架柱抗震变形能力研究],” Jianzhu jiegou xuebao/journal of building structures, vol. 39, iss. 6, pp. 81-91, 2018.
    [Bibtex]
    @ARTICLE{Tang201881,
    author={Tang, C. and Luo, R. and Bai, X. and Yang, T. and Nie, Q.},
    title={Research on seismic deformation capacity of existing concrete frame columns with low volumetric ratio of transverse reinforcement [低配箍率既有框架柱抗震变形能力研究]},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    number={6},
    pages={81-91},
    doi={10.14006/j.jzjgxb.2018.06.009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053311458&doi=10.14006%2fj.jzjgxb.2018.06.009&partnerID=40&md5=c95ed42783bbdbb81fb985c3ff54ab11},
    affiliation={Institute of Earthquake Engineering, China Academy of Building Research, Beijing, 100013, China; Disaster Prevention Research Center, Ministry of Housing and Urban-Rural Development of the People's Republic of China, Beijing, 100013, China},
    }
  • [DOI] R. Kang, K. Zheng, X. Li, H. Jia, and S. Zheng, “Effect of ground motion spatial variations on pounding response of high-pier railway bridge [地震空间变化性对高墩铁路桥碰撞响应的影响],” Xinan jiaotong daxue xuebao/journal of southwest jiaotong university, vol. 53, iss. 3, p. 483-491 and 499, 2018.
    [Bibtex]
    @ARTICLE{Kang2018,
    author={Kang, R. and Zheng, K. and Li, X. and Jia, H. and Zheng, S.},
    title={Effect of Ground Motion Spatial Variations on Pounding Response of High-Pier Railway Bridge [地震空间变化性对高墩铁路桥碰撞响应的影响]},
    journal={Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University},
    year={2018},
    volume={53},
    number={3},
    pages={483-491 and 499},
    doi={10.3969/j.issn.0258-2724.2018.03.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052861929&doi=10.3969%2fj.issn.0258-2724.2018.03.008&partnerID=40&md5=ce617894212f9744385a459a0c958b0f},
    affiliation={School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China; Key Laboratory of High-Speed Railway Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China},
    }
  • [DOI] Z. Yu, H. Li, B. Wei, L. Jiang, and J. Mao, “Numerical analysis on longitudinal seismic responses of high-speed railway bridges isolated by friction pendulum bearings,” Journal of vibroengineering, vol. 20, iss. 4, pp. 1748-1760, 2018.
    [Bibtex]
    @ARTICLE{Yu20181748,
    author={Yu, Z. and Li, H. and Wei, B. and Jiang, L. and Mao, J.},
    title={Numerical analysis on longitudinal seismic responses of high-speed railway bridges isolated by friction pendulum bearings},
    journal={Journal of Vibroengineering},
    year={2018},
    volume={20},
    number={4},
    pages={1748-1760},
    doi={10.21595/jve.2017.18557},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049381609&doi=10.21595%2fjve.2017.18557&partnerID=40&md5=efd70505186d72c77ff528e8c47365cd},
    affiliation={School of Civil Engineering, Central South University, Changsha, 410075, China; National Engineering Laboratory for High-speed Railway Construction, Changsha, 410004, China},
    }
  • [DOI] M. Eftekhari, A. Karrech, M. Elchalakani, and H. Basarir, “Multi-scale modeling approach to predict the nonlinear behavior of cnt-reinforced concrete columns subjected to service loading,” Structures, vol. 14, pp. 301-312, 2018.
    [Bibtex]
    @ARTICLE{Eftekhari2018301,
    author={Eftekhari, M. and Karrech, A. and Elchalakani, M. and Basarir, H.},
    title={Multi-scale Modeling Approach to Predict the Nonlinear Behavior of CNT-reinforced Concrete Columns Subjected to Service Loading},
    journal={Structures},
    year={2018},
    volume={14},
    pages={301-312},
    doi={10.1016/j.istruc.2018.03.015},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045245221&doi=10.1016%2fj.istruc.2018.03.015&partnerID=40&md5=2f44c2cd3d29e5908f25ec0a8938f549},
    affiliation={Department of Civil, Environmental and Mining Engineering, The University of Western Australia, 35 Stirling Highway, Perth, WA 6009, Australia},
    }
  • [DOI] H. Zhong and Z. Guan, “Applicability of rocking pile-group foundations in the seismic design of urban viaducts [提离式桩基础用于城市高架桥抗震之适用性分析],” Zhendong yu chongji/journal of vibration and shock, vol. 37, iss. 10, p. 117-122 and 134, 2018.
    [Bibtex]
    @ARTICLE{Zhong2018,
    author={Zhong, H. and Guan, Z.},
    title={Applicability of rocking pile-group foundations in the seismic design of urban viaducts [提离式桩基础用于城市高架桥抗震之适用性分析]},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={10},
    pages={117-122 and 134},
    doi={10.13465/j.cnki.jvs.2018.10.017},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052785630&doi=10.13465%2fj.cnki.jvs.2018.10.017&partnerID=40&md5=7e90c3a1623cae0f8e0305ee8ed84ae5},
    affiliation={College of Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • [DOI] Y. Zhou, P. Chen, D. Zhang, S. Gong, and W. Lu, “A new analytical model for viscous wall dampers and its experimental validation,” Engineering structures, vol. 163, pp. 224-240, 2018.
    [Bibtex]
    @ARTICLE{Zhou2018224,
    author={Zhou, Y. and Chen, P. and Zhang, D. and Gong, S. and Lu, W.},
    title={A new analytical model for viscous wall dampers and its experimental validation},
    journal={Engineering Structures},
    year={2018},
    volume={163},
    pages={224-240},
    doi={10.1016/j.engstruct.2018.02.049},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042592471&doi=10.1016%2fj.engstruct.2018.02.049&partnerID=40&md5=00796296cdfb9bc6279ee1a2e0950d11},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • [DOI] E. Gandelli and V. Quaglini, “Effect of the static coefficient of friction of curved surface sliders on the response of an isolated building,” Journal of earthquake engineering, pp. 1-29, 2018.
    [Bibtex]
    @ARTICLE{Gandelli20181,
    author={Gandelli, E. and Quaglini, V.},
    title={Effect of the Static Coefficient of Friction of Curved Surface Sliders on the Response of an Isolated Building},
    journal={Journal of Earthquake Engineering},
    year={2018},
    pages={1-29},
    doi={10.1080/13632469.2018.1467353},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046142316&doi=10.1080%2f13632469.2018.1467353&partnerID=40&md5=4f4da78caec52ee197d434ecdbe92894},
    affiliation={Politecnico di Milano, Department of Architecture, Built environment and Construction Engineering A.B.C., Milano, Italy, Italy},
    }
  • [DOI] D. Forcellini, “Seismic assessment of a benchmark based isolated ordinary building with soil structure interaction,” Bulletin of earthquake engineering, vol. 16, iss. 5, pp. 2021-2042, 2018.
    [Bibtex]
    @ARTICLE{Forcellini20182021,
    author={Forcellini, D.},
    title={Seismic assessment of a benchmark based isolated ordinary building with soil structure interaction},
    journal={Bulletin of Earthquake Engineering},
    year={2018},
    volume={16},
    number={5},
    pages={2021-2042},
    doi={10.1007/s10518-017-0268-6},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85034240164&doi=10.1007%2fs10518-017-0268-6&partnerID=40&md5=205a94c0caeeb273eae8bdd1834a141d},
    affiliation={University of San Marino, San Marino, 47890, San Marino},
    }
  • [DOI] R. Gohlich, J. Erochko, and J. E. Woods, “Experimental testing and numerical modelling of a heavy timber moment-resisting frame with ductile steel links,” Earthquake engineering and structural dynamics, vol. 47, iss. 6, pp. 1460-1477, 2018.
    [Bibtex]
    @ARTICLE{Gohlich20181460,
    author={Gohlich, R. and Erochko, J. and Woods, J.E.},
    title={Experimental testing and numerical modelling of a heavy timber moment-resisting frame with ductile steel links},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2018},
    volume={47},
    number={6},
    pages={1460-1477},
    doi={10.1002/eqe.3025},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042236173&doi=10.1002%2feqe.3025&partnerID=40&md5=e38fefe82771e637cda686862058d21a},
    affiliation={Carleton University, Ottawa, Canada},
    }
  • [DOI] D. J. Swensen, S. K. Kunnath, and M. Eeri, “Consequences of modeling choices in seismic performance assessment of buildings,” Earthquake spectra, vol. 34, iss. 2, pp. 423-440, 2018.
    [Bibtex]
    @ARTICLE{Swensen2018423,
    author={Swensen, D.J. and Kunnath, S.K. and Eeri, M.},
    title={Consequences of modeling choices in seismic performance assessment of buildings},
    journal={Earthquake Spectra},
    year={2018},
    volume={34},
    number={2},
    pages={423-440},
    doi={10.1193/030217EQS044EP},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051336418&doi=10.1193%2f030217EQS044EP&partnerID=40&md5=912a2baf91571694d0ea5efeccde9435},
    affiliation={Strong Motion Instrumentation Program, California Geological Survey, Sacramento, CA 95814, United States; Civil and Environmental Engineering, University of California, Davis, CA 95616, United States},
    }
  • [DOI] R. Serpieri, S. Sessa, and L. Rosati, “A mitc-based procedure for the numerical integration of a continuum elastic-plastic theory of through-the-thickness-jacketed shell structures,” Composite structures, vol. 191, pp. 209-220, 2018.
    [Bibtex]
    @ARTICLE{Serpieri2018209,
    author={Serpieri, R. and Sessa, S. and Rosati, L.},
    title={A MITC-based procedure for the numerical integration of a continuum elastic-plastic theory of through-the-thickness-jacketed shell structures},
    journal={Composite Structures},
    year={2018},
    volume={191},
    pages={209-220},
    doi={10.1016/j.compstruct.2018.02.031},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042849301&doi=10.1016%2fj.compstruct.2018.02.031&partnerID=40&md5=b3b8181414dceb05b4761ee71ab16818},
    affiliation={Department of Engineering, University of Sannio, Piazza Roma, 21, Benevento, 82100, Italy; Department of Structures for Engineering and Architecture, University of Naples Federico II, Via Claudio, 21, Napoli, 80124, Italy},
    }
  • [DOI] B. Cheng, C. Yang, and R. K. L. Su, “Seismic retrofit analysis of concrete coupled shear wall structures with laterally restrained steel plate coupling beams,” Advances in structural engineering, vol. 21, iss. 7, pp. 962-974, 2018.
    [Bibtex]
    @ARTICLE{Cheng2018962,
    author={Cheng, B. and Yang, C. and Su, R.K.L.},
    title={Seismic retrofit analysis of concrete coupled shear wall structures with laterally restrained steel plate coupling beams},
    journal={Advances in Structural Engineering},
    year={2018},
    volume={21},
    number={7},
    pages={962-974},
    doi={10.1177/1369433217735932},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045652329&doi=10.1177%2f1369433217735932&partnerID=40&md5=62448103e2d6cd5f9abec26063ea6208},
    affiliation={Beijing Advanced Innovation Center for Future Urban Design, Beijing University of Civil Engineering and Architecture, Beijing, China; School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing, China; Department of Civil Engineering, The University of Hong Kong, Hong Kong},
    }
  • [DOI] A. Miano, F. Jalayer, H. Ebrahimian, and A. Prota, “Cloud to ida: efficient fragility assessment with limited scaling,” Earthquake engineering and structural dynamics, vol. 47, iss. 5, pp. 1124-1147, 2018.
    [Bibtex]
    @ARTICLE{Miano20181124,
    author={Miano, A. and Jalayer, F. and Ebrahimian, H. and Prota, A.},
    title={Cloud to IDA: Efficient fragility assessment with limited scaling},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2018},
    volume={47},
    number={5},
    pages={1124-1147},
    doi={10.1002/eqe.3009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85039167006&doi=10.1002%2feqe.3009&partnerID=40&md5=07a9ce904be270c942bc273d5c3cb59c},
    affiliation={Department of Structures for Engineering and Architecture, University of Naples Federico II, Naples, Italy},
    }
  • [DOI] W. Wang, A. Li, and X. Wang, “Seismic performance of base-isolated precast concrete shear wall structure with ahw connections,” Shock and vibration, vol. 2018, 2018.
    [Bibtex]
    @ARTICLE{Wang2018,
    author={Wang, W. and Li, A. and Wang, X.},
    title={Seismic Performance of Base-Isolated Precast Concrete Shear Wall Structure with AHW Connections},
    journal={Shock and Vibration},
    year={2018},
    volume={2018},
    doi={10.1155/2018/9632523},
    art_number={9632523},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046705931&doi=10.1155%2f2018%2f9632523&partnerID=40&md5=7dace7f7e23879bf370f63b37ad64c0e},
    affiliation={School of Architecture and Civil Engineering, Jiangsu University of Science and Technology, 2 Mengxi Road, Zhenjiang, 212003, China; Beijing Advanced Innovation Center for Future Urban Design, Beijing University of Civil Engineering and Architecture, 1 Zhanlanguan Road, Beijing, 100044, China; School of Civil Engineering, Southeast University, 2 Sipailou, Nanjing, 210096, China},
    }
  • [DOI] Q. Gu, W. Li, W. Guo, Y. Liu, L. Jiang, and Z. Yu, “A novel two dimensional wheel-rail interaction element and its implementation in opensees [新型二维轮轨耦合单元及opensees实现],” Tiedao xuebao/journal of the china railway society, vol. 40, iss. 4, pp. 98-105, 2018.
    [Bibtex]
    @ARTICLE{Gu201898,
    author={Gu, Q. and Li, W. and Guo, W. and Liu, Y. and Jiang, L. and Yu, Z.},
    title={A Novel Two Dimensional Wheel-rail Interaction Element and Its Implementation in OpenSees [新型二维轮轨耦合单元及OpenSees实现]},
    journal={Tiedao Xuebao/Journal of the China Railway Society},
    year={2018},
    volume={40},
    number={4},
    pages={98-105},
    doi={10.3969/j.issn.1001-8360.2018.04.014},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051373533&doi=10.3969%2fj.issn.1001-8360.2018.04.014&partnerID=40&md5=7b1fcdb714045276a3c17018d5bba55e},
    affiliation={School of Architecture and Civil Engineering, Xiamen University, Xiamen, 361005, China; Xiamen Engineering Technology Center for Intelligent Maintenance of Infrastructures, Xiamen University, Xiamen, 361005, China; School of Civil Engineering, Central South University, Changsha, 410075, China; National Engineering Laboratory for High Speed Railway Construction, Central South University, Changsha, 410075, China},
    }
  • [DOI] Z. Wang, J. -Q. Wang, T. -X. Liu, and J. Zhang, “An explicit analytical model for seismic performance of an unbonded post-tensioned precast segmental rocking hollow pier,” Engineering structures, vol. 161, pp. 176-191, 2018.
    [Bibtex]
    @ARTICLE{Wang2018176,
    author={Wang, Z. and Wang, J.-Q. and Liu, T.-X. and Zhang, J.},
    title={An explicit analytical model for seismic performance of an unbonded post-tensioned precast segmental rocking hollow pier},
    journal={Engineering Structures},
    year={2018},
    volume={161},
    pages={176-191},
    doi={10.1016/j.engstruct.2018.02.025},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044649404&doi=10.1016%2fj.engstruct.2018.02.025&partnerID=40&md5=8ac5e8b25c61015acb3afb31215fcdcf},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structure of China Ministry of Education, School of Civil Engineering, Southeast University, Nanjing, 210096, China; Department of Civil and Environmental Engineering, University of California, Los Angeles, CA 90095, United States},
    }
  • [DOI] D. -D. Nguyen and T. -H. Lee, “Seismic fragility curves of bridge piers accounting for ground motions in korea.” 2018.
    [Bibtex]
    @CONFERENCE{Nguyen2018,
    author={Nguyen, D.-D. and Lee, T.-H.},
    title={Seismic fragility curves of bridge piers accounting for ground motions in Korea},
    journal={IOP Conference Series: Earth and Environmental Science},
    year={2018},
    volume={143},
    number={1},
    doi={10.1088/1755-1315/143/1/012029},
    art_number={012029},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046079451&doi=10.1088%2f1755-1315%2f143%2f1%2f012029&partnerID=40&md5=61965dd863ca05610fcd23dc2abd7054},
    affiliation={Department of Civil Engineering, Konkuk University, Seoul, 05029, South Korea; Department of Civil Engineering, Vinh University, Vinh, 461010, Viet Nam},
    }
  • [DOI] B. Alfarah, F. López-Almansa, and S. Oller, “Numerical study on the relevance of columns hidden failure modes in the seismic capacity of non-ductile rc frames,” Journal of earthquake engineering, pp. 1-18, 2018.
    [Bibtex]
    @ARTICLE{Alfarah20181,
    author={Alfarah, B. and López-Almansa, F. and Oller, S.},
    title={Numerical Study on the Relevance of Columns Hidden Failure Modes in the Seismic Capacity of Non-Ductile RC Frames},
    journal={Journal of Earthquake Engineering},
    year={2018},
    pages={1-18},
    doi={10.1080/13632469.2018.1458666},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045202973&doi=10.1080%2f13632469.2018.1458666&partnerID=40&md5=31fa6e7f8d006ad509950f74a60a8b70},
    affiliation={Civil and Environmental Engineering Department, Technical University of Catalonia, Barcelona, Spain, Spain; Architecture Technology Department, Technical University of Catalonia, Barcelona, Spain, Spain},
    }
  • [DOI] T. Sun, Y. C. Kurama, P. Zhang, and J. Ou, “Linear-elastic lateral load analysis and seismic design of pin-supported wall-frame structures with yielding dampers,” Earthquake engineering and structural dynamics, vol. 47, iss. 4, pp. 988-1013, 2018.
    [Bibtex]
    @ARTICLE{Sun2018988,
    author={Sun, T. and Kurama, Y.C. and Zhang, P. and Ou, J.},
    title={Linear-elastic lateral load analysis and seismic design of pin-supported wall-frame structures with yielding dampers},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2018},
    volume={47},
    number={4},
    pages={988-1013},
    doi={10.1002/eqe.3002},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042946087&doi=10.1002%2feqe.3002&partnerID=40&md5=20837b8fa3bbf76bc1ee8b43fc0fdbf8},
    affiliation={Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, China; Department of Civil and Environmental Engineering and Earth Sciences, University of Notre Dame, Notre Dame, IN, United States},
    }
  • [DOI] M. Zhu, I. Elkhetali, and M. H. Scott, “Validation of opensees for tsunami loading on bridge superstructures,” Journal of bridge engineering, vol. 23, iss. 4, 2018.
    [Bibtex]
    @ARTICLE{Zhu2018,
    author={Zhu, M. and Elkhetali, I. and Scott, M.H.},
    title={Validation of OpenSees for Tsunami Loading on Bridge Superstructures},
    journal={Journal of Bridge Engineering},
    year={2018},
    volume={23},
    number={4},
    doi={10.1061/(ASCE)BE.1943-5592.0001221},
    art_number={04018015},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041949355&doi=10.1061%2f%28ASCE%29BE.1943-5592.0001221&partnerID=40&md5=f01244f5fe5a5ac697e8dfd537ac4fbb},
    affiliation={School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331, United States},
    }
  • [DOI] D. S. Shaygan, R. N. Farahoni, A. Lork, and G. Abdollahzadeh, “Comparison of seismic performance of steel frames equipped with diagonal and chevron viscous damper under near and far field earthquakes.” 2018, pp. 53-56.
    [Bibtex]
    @CONFERENCE{Shaygan201853,
    author={Shaygan, D.S. and Farahoni, R.N. and Lork, A. and Abdollahzadeh, G.},
    title={Comparison of seismic performance of steel frames equipped with diagonal and chevron viscous damper under near and far field earthquakes},
    journal={Vibroengineering Procedia},
    year={2018},
    volume={17},
    pages={53-56},
    doi={10.21595/vp.2018.19860},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85047213935&doi=10.21595%2fvp.2018.19860&partnerID=40&md5=6e041db834157ab6f1ee8d0c74bf5e45},
    affiliation={Department of Civil Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran; Department of Civil Engineering, Babol Noshirvani University of Technology, Babol, Iran; Department of Civil Engineering, Safadasht Branch, Islamic Azad University, Tehran, Iran},
    }
  • [DOI] D. Liu and H. Chen, “Seismic researches on a new assembled monolithic rc structure based on ida.” 2018, pp. 37-41.
    [Bibtex]
    @CONFERENCE{Liu201837,
    author={Liu, D. and Chen, H.},
    title={Seismic researches on a new assembled monolithic RC structure based on IDA},
    journal={Vibroengineering Procedia},
    year={2018},
    volume={17},
    pages={37-41},
    doi={10.21595/vp.2018.19799},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85047204748&doi=10.21595%2fvp.2018.19799&partnerID=40&md5=ff9d42f02dde14e76adf209b5672723d},
    affiliation={College of Civil Engineering, Zhengzhou University, Zhengzhou, China; College of Civil Engineering, Shangqiu Normal University, Shangqiu, China},
    }
  • [DOI] D. Yang, J. Wu, T. Wang, M. Hu, and S. Li, “Research on influence of member initial imperfections on seismic response of single-layer kewitt latticed domes,” Jianzhu jiegou xuebao/journal of building structures, vol. 39, iss. 3, pp. 1-11, 2018.
    [Bibtex]
    @ARTICLE{Yang20181,
    author={Yang, D. and Wu, J. and Wang, T. and Hu, M. and Li, S.},
    title={Research on influence of member initial imperfections on seismic response of single-layer Kewitt latticed domes},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    number={3},
    pages={1-11},
    doi={10.14006/j.jzjgxb.2018.03.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048582858&doi=10.14006%2fj.jzjgxb.2018.03.001&partnerID=40&md5=88eb3c4dd756675c7c1ff20ab91560a2},
    affiliation={School of Civil Engineering, Shandong Jianzhu University, Jinan, 250101, China; School of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China; Highway College, Chang'an University, Xi'an, 710072, China},
    }
  • [DOI] Y. -L. Xu, Y. Zheng, and Q. Gu, “Refined dynamic progressive collapse analysis of rc structures,” Bulletin of earthquake engineering, vol. 16, iss. 3, pp. 1293-1322, 2018.
    [Bibtex]
    @ARTICLE{Xu20181293,
    author={Xu, Y.-L. and Zheng, Y. and Gu, Q.},
    title={Refined dynamic progressive collapse analysis of RC structures},
    journal={Bulletin of Earthquake Engineering},
    year={2018},
    volume={16},
    number={3},
    pages={1293-1322},
    doi={10.1007/s10518-017-0239-y},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85038618638&doi=10.1007%2fs10518-017-0239-y&partnerID=40&md5=989fd852da258a066d703d9062885a44},
    affiliation={Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, China; Department of Bridge Engineering, Tongji University, Shanghai, China; Department of Civil Engineering, School of Architecture and Civil Engineering, Xiamen University, Xiamen, China},
    }
  • [DOI] U. Alibrandi and K. M. Mosalam, “Response spectrum code-conforming peer pbee using stochastic dynamic analysis and information theory,” Ksce journal of civil engineering, vol. 22, iss. 3, pp. 1002-1015, 2018.
    [Bibtex]
    @ARTICLE{Alibrandi20181002,
    author={Alibrandi, U. and Mosalam, K.M.},
    title={Response Spectrum Code-Conforming PEER PBEE using Stochastic Dynamic Analysis and Information Theory},
    journal={KSCE Journal of Civil Engineering},
    year={2018},
    volume={22},
    number={3},
    pages={1002-1015},
    doi={10.1007/s12205-018-0013-y},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85043977612&doi=10.1007%2fs12205-018-0013-y&partnerID=40&md5=70996c2d156b3b18b6f6eebf77f3f4fc},
    affiliation={Berkeley Education Alliance for Research in Singapore, Create Tower, 1 Create way, #11-02, Singapore, 138602, Singapore; University of California at Berkeley, Dept. of Civil and Environmental Engineering, 723 Davis Hall, Berkeley, CA 94720, United States},
    }
  • [DOI] Y. Zhang, M. Zhou, and L. Zheng, “Seismic fragility analysis of infilled reinforced concrete frame building based on modified ibarra-medina-krawinkler model [基于改进imk恢复力模型的填充墙rc框架结构地震易损性分析],” Chongqing daxue xuebao/journal of chongqing university, vol. 41, iss. 3, pp. 67-75, 2018.
    [Bibtex]
    @ARTICLE{Zhang201867,
    author={Zhang, Y. and Zhou, M. and Zheng, L.},
    title={Seismic fragility analysis of infilled reinforced concrete frame building based on Modified Ibarra-Medina-Krawinkler model [基于改进IMK恢复力模型的填充墙RC框架结构地震易损性分析]},
    journal={Chongqing Daxue Xuebao/Journal of Chongqing University},
    year={2018},
    volume={41},
    number={3},
    pages={67-75},
    doi={10.11835/j.issn.1000-582X.2018.03.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060106122&doi=10.11835%2fj.issn.1000-582X.2018.03.008&partnerID=40&md5=922f574bf70d4fd60d727512529c74f8},
    affiliation={College of Civil and Architectural Engineering, Guangxi University, Nanning, 530004, China; Key Laboratory of Disaster Prevention and Structural Safety of China Ministry of Education, Guangxi University, Nanning, 530004, China; Guangxi Key Laboratory of Disaster Prevention and Structural Safety, Guangxi University, Nanning, 530004, China},
    }
  • [DOI] Q. He, H. Wang, and W. Wu, “Hysteresis behavior of self-centering energy dissipation rocking column with different parameters [自复位耗能摇摆柱在不同参数下的滞回性能分析],” Shenyang jianzhu daxue xuebao (ziran kexue ban)/journal of shenyang jianzhu university (natural science), vol. 34, iss. 2, pp. 229-238, 2018.
    [Bibtex]
    @ARTICLE{He2018229,
    author={He, Q. and Wang, H. and Wu, W.},
    title={Hysteresis Behavior of Self-Centering Energy Dissipation Rocking Column with Different Parameters [自复位耗能摇摆柱在不同参数下的滞回性能分析]},
    journal={Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science)},
    year={2018},
    volume={34},
    number={2},
    pages={229-238},
    doi={10.11717/j.issn:2095-1922.2018.02.05},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057760149&doi=10.11717%2fj.issn%3a2095-1922.2018.02.05&partnerID=40&md5=ce0c02bbea44d01d0a1217a92becb207},
    affiliation={Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, 730050, China; Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou, 730050, China},
    }
  • L. Wang, Y. Lin, Z. Zong, and J. Xia, “Comparison study on seismic performance of connection joints of steel-concrete composite continuous rigid-frame bridges,” World information on earthquake engineering, vol. 34, iss. 1, pp. 31-39, 2018.
    [Bibtex]
    @ARTICLE{Wang201831,
    author={Wang, L. and Lin, Y. and Zong, Z. and Xia, J.},
    title={Comparison study on seismic performance of connection joints of steel-concrete composite continuous rigid-frame bridges},
    journal={World Information on Earthquake Engineering},
    year={2018},
    volume={34},
    number={1},
    pages={31-39},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050338381&partnerID=40&md5=e31b53710715e6b522c383bf1ae807bf},
    affiliation={School of Civil Engineering, Southeast University, Nanjing, 210096, China; Fujian Institute of Architectural Science, Fuzhou, 350025, China},
    }
  • [DOI] S. Li, F. H. Dezfuli, J. -Q. Wang, and M. S. Alam, “Longitudinal seismic response control of long-span cable-stayed bridges using shape memory alloy wire-based lead rubber bearings under near-fault records,” Journal of intelligent material systems and structures, vol. 29, iss. 5, pp. 703-728, 2018.
    [Bibtex]
    @ARTICLE{Li2018703,
    author={Li, S. and Dezfuli, F.H. and Wang, J.-Q. and Alam, M.S.},
    title={Longitudinal seismic response control of long-span cable-stayed bridges using shape memory alloy wire-based lead rubber bearings under near-fault records},
    journal={Journal of Intelligent Material Systems and Structures},
    year={2018},
    volume={29},
    number={5},
    pages={703-728},
    doi={10.1177/1045389X17721030},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044163306&doi=10.1177%2f1045389X17721030&partnerID=40&md5=8f349abc430341f2ed65bdcd2548e0ef},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Nanjing, China; School of Engineering, University of British Columbia, Kelowna, BC, Canada},
    }
  • [DOI] A. Arab, M. R. Banan, M. R. Banan, and S. Farhadi, “Estimation of relations among hysteretic response measures and design parameters for rc rectangular shear walls,” Frontiers of structural and civil engineering, vol. 12, iss. 1, pp. 3-15, 2018.
    [Bibtex]
    @ARTICLE{Arab20183,
    author={Arab, A. and Banan, M.R. and Banan, M.R. and Farhadi, S.},
    title={Estimation of relations among hysteretic response measures and design parameters for RC rectangular shear walls},
    journal={Frontiers of Structural and Civil Engineering},
    year={2018},
    volume={12},
    number={1},
    pages={3-15},
    doi={10.1007/s11709-017-0418-6},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029803787&doi=10.1007%2fs11709-017-0418-6&partnerID=40&md5=c4068b5e99c8abada405634b722effd2},
    affiliation={Department of Civil and Environmental Engineering, School of Engineering, Shiraz University, Shiraz, Fars, 71348-51156, Iran},
    }
  • [DOI] W. Xue, F. Peng, and Z. Fang, “Behavior and design of slender rectangular concrete columns longitudinally reinforced with fiber-reinforced polymer bars,” Aci structural journal, vol. 115, iss. 2, pp. 311-322, 2018.
    [Bibtex]
    @ARTICLE{Xue2018311,
    author={Xue, W. and Peng, F. and Fang, Z.},
    title={Behavior and design of slender rectangular concrete columns longitudinally reinforced with fiber-reinforced polymer bars},
    journal={ACI Structural Journal},
    year={2018},
    volume={115},
    number={2},
    pages={311-322},
    doi={10.14359/51701131},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85043581768&doi=10.14359%2f51701131&partnerID=40&md5=14c470b60001b040d8661bd972d69b8a},
    affiliation={Department of Structural Engineering, Tongji University, Shanghai, China},
    }
  • [DOI] A. Verma and D. R. Sahoo, “Seismic behaviour of steel plate shear wall systems with staggered web configurations,” Earthquake engineering and structural dynamics, vol. 47, iss. 3, pp. 660-677, 2018.
    [Bibtex]
    @ARTICLE{Verma2018660,
    author={Verma, A. and Sahoo, D.R.},
    title={Seismic behaviour of steel plate shear wall systems with staggered web configurations},
    journal={Earthquake Engineering and Structural Dynamics},
    year={2018},
    volume={47},
    number={3},
    pages={660-677},
    doi={10.1002/eqe.2984},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041284351&doi=10.1002%2feqe.2984&partnerID=40&md5=e8c8b3a14cf00641946d3e02ec97ee89},
    affiliation={Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, India},
    }
  • [DOI] M. Haddad, “Intermediate hss bracing members during seismic excitations: modeling, design, and behavior,” Frontiers of structural and civil engineering, vol. 12, iss. 1, pp. 148-162, 2018.
    [Bibtex]
    @ARTICLE{Haddad2018148,
    author={Haddad, M.},
    title={Intermediate HSS bracing members during seismic excitations: modeling, design, and behavior},
    journal={Frontiers of Structural and Civil Engineering},
    year={2018},
    volume={12},
    number={1},
    pages={148-162},
    doi={10.1007/s11709-016-0375-5},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85016763789&doi=10.1007%2fs11709-016-0375-5&partnerID=40&md5=e45346cd9371bcf7b9546598b6f8a755},
    affiliation={Department of Architectural Engineering, United Arab Emirates University, P. O. Box 15551, Al Ain, United Arab Emirates},
    }
  • [DOI] F. Vahid-Vahdattalab, J. Mokari Rahmdel, and E. Shafei, “Seismic response evaluation of reinforced high strength concrete columns based on the modified constitutive model,” Scientia iranica, vol. 25, iss. 2A, pp. 579-589, 2018.
    [Bibtex]
    @ARTICLE{Vahid-Vahdattalab2018579,
    author={Vahid-Vahdattalab, F. and Mokari Rahmdel, J. and Shafei, E.},
    title={Seismic response evaluation of reinforced high strength concrete columns based on the modified constitutive model},
    journal={Scientia Iranica},
    year={2018},
    volume={25},
    number={2A},
    pages={579-589},
    doi={10.24200/sci.2017.4183},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046995887&doi=10.24200%2fsci.2017.4183&partnerID=40&md5=02fcc0f4201cbd152adc1b020a903b63},
    affiliation={Department of Structural Engineering, Urmia University of Technology, Urmia, Iran; Faculty of Civil Engineering, Urmia University of Technology, Urmia, Iran},
    }
  • J. Han and Z. Fu, “Quantitative investigation on post-earthquake resilience capacity of reinforced concrete frame structure,” World information on earthquake engineering, vol. 34, iss. 1, pp. 17-23, 2018.
    [Bibtex]
    @ARTICLE{Han201817,
    author={Han, J. and Fu, Z.},
    title={Quantitative investigation on post-earthquake resilience capacity of reinforced concrete frame structure},
    journal={World Information on Earthquake Engineering},
    year={2018},
    volume={34},
    number={1},
    pages={17-23},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050342300&partnerID=40&md5=eff9901ebefc5250c1784aa7152243af},
    affiliation={Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, 730050, China; Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Technology, Lanzhou, 730050, China},
    }
  • [DOI] A. Furtado, H. Rodrigues, A. Arêde, and H. Varum, “Double-leaf infill masonry walls cyclic in-plane behaviour: experimental and numerical investigation,” Open construction and building technology journal, vol. 12, pp. 35-48, 2018.
    [Bibtex]
    @ARTICLE{Furtado201835,
    author={Furtado, A. and Rodrigues, H. and Arêde, A. and Varum, H.},
    title={Double-leaf infill masonry walls cyclic in-plane behaviour: Experimental and numerical investigation},
    journal={Open Construction and Building Technology Journal},
    year={2018},
    volume={12},
    pages={35-48},
    doi={10.2174/1874836801812010035},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045220513&doi=10.2174%2f1874836801812010035&partnerID=40&md5=53fa3e0ac6bc6986fd28c263d2fcfdf2},
    affiliation={CONSTRUCT-LESE, Department of Civil Engineering, Faculdade de Engenharia da Universidade do Porto, Porto, Portugal; RISCO - School of Technology and Management, Polytechnic Institute of Leiria, Leiria, Portugal},
    }
  • [DOI] G. Havaei, “Assessment of sliding-rubber isolator effect in progressive collapse of bridges under two scenarios,” Structural design of tall and special buildings, vol. 27, iss. 3, 2018.
    [Bibtex]
    @ARTICLE{Havaei2018,
    author={Havaei, G.},
    title={Assessment of sliding-rubber isolator effect in progressive collapse of bridges under two scenarios},
    journal={Structural Design of Tall and Special Buildings},
    year={2018},
    volume={27},
    number={3},
    doi={10.1002/tal.1418},
    art_number={e1418},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028949182&doi=10.1002%2ftal.1418&partnerID=40&md5=55f3d2519b91c2c2805579188035377a},
    affiliation={Department of Civil Engineering, Amirkabir University of Technology, Tehran, Iran},
    }
  • [DOI] D. Yang, C. Yun, J. Wu, and Y. Zhang, “Aseismic performance of large span latticed domes with separated substructures,” Zhendong yu chongji/journal of vibration and shock, vol. 37, iss. 3, pp. 237-242, 2018.
    [Bibtex]
    @ARTICLE{Yang2018237,
    author={Yang, D. and Yun, C. and Wu, J. and Zhang, Y.},
    title={Aseismic performance of large span latticed domes with separated substructures},
    journal={Zhendong yu Chongji/Journal of Vibration and Shock},
    year={2018},
    volume={37},
    number={3},
    pages={237-242},
    doi={10.13465/j.cnki.jvs.2018.03.037},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046250260&doi=10.13465%2fj.cnki.jvs.2018.03.037&partnerID=40&md5=8fab725dcde1bb156feddd6393ea6592},
    affiliation={School of Civil Engineering, Shandong Jianzhu University, Jinan, 250101, China; School of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China},
    }
  • [DOI] S. Mahmoud and A. Salima, “Developed approach to determine the seismic vulnerability of reinforced concrete structures.” 2018.
    [Bibtex]
    @CONFERENCE{Mahmoud2018,
    author={Mahmoud, S. and Salima, A.},
    title={Developed approach to determine the seismic vulnerability of reinforced concrete structures},
    journal={MATEC Web of Conferences},
    year={2018},
    volume={149},
    doi={10.1051/matecconf/201714902078},
    art_number={02078},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042411936&doi=10.1051%2fmatecconf%2f201714902078&partnerID=40&md5=0110e72aa1be13995ad08c02c0ca9f5a},
    affiliation={Geo-materials Laboratory, Civil Engineering Department, Faculty of Technology, Saad Dahleb University of Blida, Algeria; Faculty of Technology, University of Medea, Algeria},
    }
  • [DOI] K. Kolozvari, K. Orakcal, and J. W. Wallace, “New opensees models for simulating nonlinear flexural and coupled shear-flexural behavior of rc walls and columns,” Computers and structures, vol. 196, pp. 246-262, 2018.
    [Bibtex]
    @ARTICLE{Kolozvari2018246,
    author={Kolozvari, K. and Orakcal, K. and Wallace, J.W.},
    title={New opensees models for simulating nonlinear flexural and coupled shear-flexural behavior of RC walls and columns},
    journal={Computers and Structures},
    year={2018},
    volume={196},
    pages={246-262},
    doi={10.1016/j.compstruc.2017.10.010},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032982773&doi=10.1016%2fj.compstruc.2017.10.010&partnerID=40&md5=af8e793dfa87f7359520f7c329e08409},
    affiliation={California State University, Fullerton, CA, United States; Bogazici University, Istanbul, Turkey; University of California, Los Angeles, CA, United States},
    }
  • [DOI] N. K. Psyrras and A. G. Sextos, “Build-x: expert system for seismic analysis and assessment of 3d buildings using opensees,” Advances in engineering software, vol. 116, pp. 23-35, 2018.
    [Bibtex]
    @ARTICLE{Psyrras201823,
    author={Psyrras, N.K. and Sextos, A.G.},
    title={Build-X: Expert system for seismic analysis and assessment of 3D buildings using OpenSees},
    journal={Advances in Engineering Software},
    year={2018},
    volume={116},
    pages={23-35},
    doi={10.1016/j.advengsoft.2017.11.007},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85036623698&doi=10.1016%2fj.advengsoft.2017.11.007&partnerID=40&md5=463c8a8aca1aa943fafbcbc0ba4557a9},
    affiliation={Department of Civil Engineering, University of Bristol, United Kingdom; Department of Civil Engineering, Aristotle University of Thessaloniki, Greece},
    }
  • [DOI] Z. Mei, B. Wu, O. S. Bursi, G. Yang, and Z. Wang, “Hybrid simulation of structural systems with online updating of concrete constitutive law parameters by unscented kalman filter,” Structural control and health monitoring, vol. 25, iss. 2, 2018.
    [Bibtex]
    @ARTICLE{Mei2018,
    author={Mei, Z. and Wu, B. and Bursi, O.S. and Yang, G. and Wang, Z.},
    title={Hybrid simulation of structural systems with online updating of concrete constitutive law parameters by unscented Kalman filter},
    journal={Structural Control and Health Monitoring},
    year={2018},
    volume={25},
    number={2},
    doi={10.1002/stc.2069},
    art_number={e2069},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85026362444&doi=10.1002%2fstc.2069&partnerID=40&md5=ea33a4ad472d5472bf8ef98e169e6479},
    affiliation={Key Lab of Structures Dynamic Behavior and Control (Harbin Institute of Technology), Ministry of Education, Harbin, 150090, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China; Department of Civil, Environmental and Mechanical Engineering, University of Trento, Trento, 38123, Italy; China State Construction Technical Center, Beijing, 101300, China},
    }
  • [DOI] M. Heydari, F. Behnamfar, and H. Zibasokhan, “A macro-model for nonlinear analysis of 3d reinforced concrete shear walls,” International journal of engineering, transactions b: applications, vol. 31, iss. 2, pp. 220-227, 2018.
    [Bibtex]
    @ARTICLE{Heydari2018220,
    author={Heydari, M. and Behnamfar, F. and Zibasokhan, H.},
    title={A macro-model for nonlinear analysis of 3D reinforced concrete shear walls},
    journal={International Journal of Engineering, Transactions B: Applications},
    year={2018},
    volume={31},
    number={2},
    pages={220-227},
    doi={10.5829/ije.2018.31.02b.05},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85044008022&doi=10.5829%2fije.2018.31.02b.05&partnerID=40&md5=daa2d50777055c083b55165da28ab261},
    affiliation={Department of Civil Engineering, Isfahan University of Technology, Esfahan, Iran},
    }
  • [DOI] L. Jiang and A. Usmani, “Computational performance of beam-column elements in modelling structural members subjected to localised fire,” Engineering structures, vol. 156, pp. 490-502, 2018.
    [Bibtex]
    @ARTICLE{Jiang2018490,
    author={Jiang, L. and Usmani, A.},
    title={Computational performance of beam-column elements in modelling structural members subjected to localised fire},
    journal={Engineering Structures},
    year={2018},
    volume={156},
    pages={490-502},
    doi={10.1016/j.engstruct.2017.11.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85036467186&doi=10.1016%2fj.engstruct.2017.11.008&partnerID=40&md5=cb9745656c1406dd73af45991020e95e},
    affiliation={Department of Building Services Engineering, The Hong Kong Polytechnic Universtity, Hong Kong; BRE Centre for Fire Safety Engineering, The University of Edinburgh, Edinburgh, United Kingdom},
    }
  • [DOI] B. -Y. Yang and X. -L. Lü, “Direct displacement-based aseismic design and application for prestressed precast concrete shear-wall structures,” Gongcheng lixue/engineering mechanics, vol. 35, iss. 2, p. 59-66 and 75, 2018.
    [Bibtex]
    @ARTICLE{Yang2018,
    author={Yang, B.-Y. and Lü, X.-L.},
    title={Direct displacement-based aseismic design and application for prestressed precast concrete shear-wall structures},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={2},
    pages={59-66 and 75},
    doi={10.6052/j.issn.1000-4750.2016.09.0731},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85045749878&doi=10.6052%2fj.issn.1000-4750.2016.09.0731&partnerID=40&md5=2d4437dff3beb1bfc8677b5a30d28bb5},
    affiliation={Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai, 200092, China},
    }
  • [DOI] R. M. Oinam and D. R. Sahoo, “Numerical evaluation of seismic response of soft-story rc frames retrofitted with passive devices,” Bulletin of earthquake engineering, vol. 16, iss. 2, pp. 983-1006, 2018.
    [Bibtex]
    @ARTICLE{Oinam2018983,
    author={Oinam, R.M. and Sahoo, D.R.},
    title={Numerical evaluation of seismic response of soft-story RC frames retrofitted with passive devices},
    journal={Bulletin of Earthquake Engineering},
    year={2018},
    volume={16},
    number={2},
    pages={983-1006},
    doi={10.1007/s10518-017-0240-5},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030161933&doi=10.1007%2fs10518-017-0240-5&partnerID=40&md5=ab804d5b2350bdba0229223d7f3a63cd},
    affiliation={Department of Civil Engineering, Indian Institute of Technology Delhi, Hauz Khas, New Delhi, 110016, India},
    }
  • [DOI] B. Yang and X. Lu, “Design method of prestressed precast concrete shear walls,” Jianzhu jiegou xuebao/journal of building structures, vol. 39, iss. 2, pp. 79-87, 2018.
    [Bibtex]
    @ARTICLE{Yang201879,
    author={Yang, B. and Lu, X.},
    title={Design method of prestressed precast concrete shear walls},
    journal={Jianzhu Jiegou Xuebao/Journal of Building Structures},
    year={2018},
    volume={39},
    number={2},
    pages={79-87},
    doi={10.14006/j.jzjgxb.2018.02.009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048541978&doi=10.14006%2fj.jzjgxb.2018.02.009&partnerID=40&md5=ba20ba29de884fdfb49731487195ae81},
    affiliation={State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • [DOI] B. Jian, T. Tang, and P. Huang, “Elastoplastic time history analysis of unidirectional prestressed concrete space frame [单向预应力混凝土空间框架弹塑性时程分析],” Tumu jianzhu yu huanjing gongcheng/journal of civil, architectural and environmental engineering, vol. 40, iss. 1, pp. 1-8, 2018.
    [Bibtex]
    @ARTICLE{Jian20181,
    author={Jian, B. and Tang, T. and Huang, P.},
    title={Elastoplastic time history analysis of unidirectional prestressed concrete space frame [单向预应力混凝土空间框架弹塑性时程分析]},
    journal={Tumu Jianzhu yu Huanjing Gongcheng/Journal of Civil, Architectural and Environmental Engineering},
    year={2018},
    volume={40},
    number={1},
    pages={1-8},
    doi={10.11835/j.issn.1674-4764.2018.01.001},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057260461&doi=10.11835%2fj.issn.1674-4764.2018.01.001&partnerID=40&md5=6255fcc401a09d379816a6f74ba4a753},
    affiliation={College of Civil Engineering, Key Laboratory of New Technology for Construction of Cities in Mountain Area of the Ministry of Education, Chongqing University, Chongqing, 400045, China},
    }
  • [DOI] G. G. Amiri and E. Rajabia, “Maximum damage prediction for regular reinforced concrete frames under consecutive earthquakes,” Earthquake and structures, vol. 14, iss. 2, pp. 129-142, 2018.
    [Bibtex]
    @ARTICLE{Amiri2018129,
    author={Amiri, G.G. and Rajabia, E.},
    title={Maximum damage prediction for regular reinforced concrete frames under consecutive earthquakes},
    journal={Earthquake and Structures},
    year={2018},
    volume={14},
    number={2},
    pages={129-142},
    doi={10.12989/eas.2018.14.2.129},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048925564&doi=10.12989%2feas.2018.14.2.129&partnerID=40&md5=eeb5f86abe7f5e2abe5de7693b6ca926},
    affiliation={Center of Excellence for Fundamental Studies in Structural Engineering, School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran},
    }
  • [DOI] X. Li, H. Jia, Q. Li, R. Kang, and Z. Chen, “Effect of pounding on elastic-plastic dynamic response of high pier bridge in mountainous area,” Xinan jiaotong daxue xuebao/journal of southwest jiaotong university, vol. 53, iss. 1, pp. 109-118, 2018.
    [Bibtex]
    @ARTICLE{Li2018109,
    author={Li, X. and Jia, H. and Li, Q. and Kang, R. and Chen, Z.},
    title={Effect of Pounding on Elastic-Plastic Dynamic Response of High Pier Bridge in Mountainous Area},
    journal={Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University},
    year={2018},
    volume={53},
    number={1},
    pages={109-118},
    doi={10.3969/j.issn.0258-2724.2018.01.014},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048975001&doi=10.3969%2fj.issn.0258-2724.2018.01.014&partnerID=40&md5=433ae8fd1d8a11ba2ca2ddd9aa42ce8b},
    affiliation={School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China; Key Laboratory of High-Speed Railway Engineering Ministry of Education, Southwest Jiaotong University, Chengdu, 610031, China},
    }
  • [DOI] L. Chen, C. Huang, Y. Huang, and H. Li, “Seismic vulnerabilitu models and simplified calculation method for regular highway girder bridges,” Xinan jiaotong daxue xuebao/journal of southwest jiaotong university, vol. 53, iss. 1, pp. 146-155, 2018.
    [Bibtex]
    @ARTICLE{Chen2018146,
    author={Chen, L. and Huang, C. and Huang, Y. and Li, H.},
    title={Seismic Vulnerabilitu Models and Simplified Calculation Method for Regular Highway Girder Bridges},
    journal={Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University},
    year={2018},
    volume={53},
    number={1},
    pages={146-155},
    doi={10.3969/j.issn.0258-2724.2018.01.018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048951337&doi=10.3969%2fj.issn.0258-2724.2018.01.018&partnerID=40&md5=ef76b8c449f815152687839f6db87657},
    affiliation={College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China; College of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China},
    }
  • [DOI] A. V. Tsantilis and T. C. Triantafillou, “Innovative seismic isolation of masonry infills using cellular materials at the interface with the surrounding rc frames,” Engineering structures, vol. 155, pp. 279-297, 2018.
    [Bibtex]
    @ARTICLE{Tsantilis2018279,
    author={Tsantilis, A.V. and Triantafillou, T.C.},
    title={Innovative seismic isolation of masonry infills using cellular materials at the interface with the surrounding RC frames},
    journal={Engineering Structures},
    year={2018},
    volume={155},
    pages={279-297},
    doi={10.1016/j.engstruct.2017.11.025},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85034608203&doi=10.1016%2fj.engstruct.2017.11.025&partnerID=40&md5=df4448ea0ea8922474198f014da270c4},
    affiliation={Dept. of Civil Engrg., Univ. of Patras, Patras, GR-26504, Greece},
    }
  • [DOI] M. Zhu, F. McKenna, and M. H. Scott, “Openseespy: python library for the opensees finite element framework,” Softwarex, vol. 7, pp. 6-11, 2018.
    [Bibtex]
    @ARTICLE{Zhu20186,
    author={Zhu, M. and McKenna, F. and Scott, M.H.},
    title={OpenSeesPy: Python library for the OpenSees finite element framework},
    journal={SoftwareX},
    year={2018},
    volume={7},
    pages={6-11},
    doi={10.1016/j.softx.2017.10.009},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85034608012&doi=10.1016%2fj.softx.2017.10.009&partnerID=40&md5=15587e131946018db647a1d0580c151f},
    affiliation={School of Civil and Construction Engineering, Oregon State University, 101 Kearney Hall, Corvallis, OR 97331, United States; Department of Civil and Environmental Engineering, University of California, 760 Davis Hall, Berkeley, CA 94720, United States},
    }
  • [DOI] S. Ni and A. C. Birely, “Simulation procedure for the post-fire seismic analysis of reinforced concrete structural walls,” Fire safety journal, vol. 95, pp. 101-112, 2018.
    [Bibtex]
    @ARTICLE{Ni2018101,
    author={Ni, S. and Birely, A.C.},
    title={Simulation procedure for the post-fire seismic analysis of reinforced concrete structural walls},
    journal={Fire Safety Journal},
    year={2018},
    volume={95},
    pages={101-112},
    doi={10.1016/j.firesaf.2017.10.011},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85034851118&doi=10.1016%2fj.firesaf.2017.10.011&partnerID=40&md5=a50122c31f2407e051b71368190815bc},
    affiliation={Zachry Department of Civil Engineering, Texas A&M University, College Station, TX 77843, United States},
    }
  • N. M. Mirzai, R. Attarnejad, and J. W. Hu, “Enhancing the seismic performance of ebfs with vertical shear link using a new self-centering damper [analisi delle prestazioni sismiche di controventi eccentrici con link verticali dotati di un nuovo sistema smorzante auto-ricentrante],” Ingegneria sismica, vol. 35, iss. 4, pp. 57-76, 2018.
    [Bibtex]
    @ARTICLE{Mirzai201857,
    author={Mirzai, N.M. and Attarnejad, R. and Hu, J.W.},
    title={Enhancing the seismic performance of EBFs with vertical shear link using a new self-centering damper [Analisi delle prestazioni sismiche di controventi eccentrici con link verticali dotati di un nuovo sistema smorzante auto-ricentrante]},
    journal={Ingegneria Sismica},
    year={2018},
    volume={35},
    number={4},
    pages={57-76},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059550906&partnerID=40&md5=61900999fb0270361c6542046e8ccb46},
    affiliation={School of Civil Engineering, College of Engineering, University of Tehran, P.O. Box 4563-11155, Tehran, Iran; Department of Civil and Environmental Engineering, Incheon National University, Incheon, 22012, South Korea; Incheon Disaster Prevention Research Center, Incheon National University, Incheon, 22012, South Korea},
    }
  • W. Yao, S. Jiang, S. Tao, and S. Wu, “Numerical seismic performance model of frame-supported shear wall with carbon fibre reinforced plastic bars in transfer beam based on opensees,” Chemical engineering transactions, vol. 66, pp. 1117-1122, 2018.
    [Bibtex]
    @ARTICLE{Yao20181117,
    author={Yao, W. and Jiang, S. and Tao, S. and Wu, S.},
    title={Numerical seismic performance model of frame-supported shear wall with carbon fibre reinforced plastic bars in transfer beam based on opensees},
    journal={Chemical Engineering Transactions},
    year={2018},
    volume={66},
    pages={1117-1122},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051003014&partnerID=40&md5=555f90def305f4d90c3cbf9d61509a6e},
    affiliation={Department of Military Infrastructure Engineering, Army Logistics University of PLA, Chongqing, 401311, China},
    }
  • [DOI] A. Furtado, H. Rodrigues, and A. Arêde, “Calibration of a simplified macro-model for infilled frames with openings,” Advances in structural engineering, vol. 21, iss. 2, pp. 157-170, 2018.
    [Bibtex]
    @ARTICLE{Furtado2018157,
    author={Furtado, A. and Rodrigues, H. and Arêde, A.},
    title={Calibration of a simplified macro-model for infilled frames with openings},
    journal={Advances in Structural Engineering},
    year={2018},
    volume={21},
    number={2},
    pages={157-170},
    doi={10.1177/1369433217713923},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85040079210&doi=10.1177%2f1369433217713923&partnerID=40&md5=ac55c243ef04e33179de8b6727089c12},
    affiliation={CONSTRUCT, Faculty of Engineering, University of Porto, Porto, Portugal; Department of Civil Engineering and RISCO, School of Technology and Management, Polytechnic Institute of Leiria, Leiria, Portugal},
    }
  • H. Dong, Z. Li, M. He, Q. Luo, and W. Dong, “Experimental and numerical study on planar timber shear wall – steel frame hybrid structure with slotted-bolted dampers.” 2018.
    [Bibtex]
    @CONFERENCE{Dong2018,
    author={Dong, H. and Li, Z. and He, M. and Luo, Q. and Dong, W.},
    title={Experimental and numerical study on planar timber shear wall - Steel frame hybrid structure with slotted-bolted dampers},
    journal={WCTE 2018 - World Conference on Timber Engineering},
    year={2018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058178322&partnerID=40&md5=a2075dcf25566181d48dd92d43444726},
    affiliation={Tongji University, China; University of Canterbury, New Zealand},
    }
  • [DOI] W. Gwo, J. -L. Li, and H. -Y. Liu, “The analysis of running safety of high-speed-train on bridge by using refined simulation considering strong earthquake [强地震下高速铁路桥上行车精细化 模拟及行车安全性分析],” Gongcheng lixue/engineering mechanics, vol. 35, p. 259-264 and 277, 2018.
    [Bibtex]
    @ARTICLE{Gwo2018,
    author={Gwo, W. and Li, J.-L. and Liu, H.-Y.},
    title={The analysis of running safety of high-speed-train on bridge by using refined simulation considering strong earthquake [强地震下高速铁路桥上行车精细化 模拟及行车安全性分析]},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    pages={259-264 and 277},
    doi={10.6052/j.issn.1000-4750.2017.06.S049},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052677477&doi=10.6052%2fj.issn.1000-4750.2017.06.S049&partnerID=40&md5=d7c12fdf99d6cd2daf119ba43b6ca0e4},
    affiliation={School of Civil Engineering, Central South University, Changsha, 410075, China; National Engineering Laboratory for High Speed Railway Construction, Changsha, 410075, China},
    }
  • [DOI] M. Ezzeldin, W. El-Dakhakhni, and L. Wiebe, “Reinforced masonry building seismic response models for asce/sei-41,” Journal of structural engineering (united states), vol. 144, iss. 1, 2018.
    [Bibtex]
    @ARTICLE{Ezzeldin2018,
    author={Ezzeldin, M. and El-Dakhakhni, W. and Wiebe, L.},
    title={Reinforced Masonry Building Seismic Response Models for ASCE/SEI-41},
    journal={Journal of Structural Engineering (United States)},
    year={2018},
    volume={144},
    number={1},
    doi={10.1061/(ASCE)ST.1943-541X.0001914},
    art_number={04017175},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032437505&doi=10.1061%2f%28ASCE%29ST.1943-541X.0001914&partnerID=40&md5=77a29263118278c6327309df1e21a30c},
    affiliation={Dept. of Civil Engineering, McMaster Univ., Hamilton, ON L8S 4L7, Canada},
    }
  • [DOI] V. Macillo, S. Shakeel, L. Fiorino, and R. Landolfo, “Development and calibration of a hysteretic model for cfs strap braced stud walls,” Advanced steel construction, vol. 14, iss. 3, pp. 337-360, 2018.
    [Bibtex]
    @ARTICLE{Macillo2018337,
    author={Macillo, V. and Shakeel, S. and Fiorino, L. and Landolfo, R.},
    title={Development and calibration of a hysteretic model for cfs strap braced stud walls},
    journal={Advanced Steel Construction},
    year={2018},
    volume={14},
    number={3},
    pages={337-360},
    doi={10.18057/IJASC.2018.14.3.2},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032292527&doi=10.18057%2fIJASC.2018.14.3.2&partnerID=40&md5=699b88cc7c94dfa8caf57d4fe2cc87af},
    affiliation={Department of Structures for Engineering and Architecture, University of Naples “Federico II”, Naples, Italy},
    }
  • [DOI] I. Binaj, “Evaluation the impact of corruption, tax burden, and income on the size of the shadow economy,” Betriebswirtschaftliche forschung und praxis, vol. 9, iss. 1, pp. 29-37, 2018.
    [Bibtex]
    @ARTICLE{Binaj201829,
    author={Binaj, I.},
    title={Evaluation the impact of corruption, tax burden, and income on the size of the shadow economy},
    journal={Betriebswirtschaftliche Forschung und Praxis},
    year={2018},
    volume={9},
    number={1},
    pages={29-37},
    doi={10.15640/ijat.v3n2a2},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85056079043&doi=10.15640%2fijat.v3n2a2&partnerID=40&md5=544e83bde93f6247bfd563e9358238fc},
    affiliation={Department of According, bshir Branch, Baku University, Azerbaijan},
    }
  • C. D. Bishop, W. Trono, and M. Griffith, “Stability considerations for concrete forming support systems.” 2018.
    [Bibtex]
    @CONFERENCE{Bishop2018,
    author={Bishop, C.D. and Trono, W. and Griffith, M.},
    title={Stability considerations for concrete forming support systems},
    journal={Proceedings of the Structural Stability Research Council Annual Stability Conference 2018},
    year={2018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048312545&partnerID=40&md5=52ccc59a1f3776a5d232b7e758b7c60a},
    affiliation={Exponent, Inc., Menlo Park, CA, United States; Exponent, Inc., Oakland, CA, United States},
    }
  • [DOI] R. Chen and J. -Q. Lei, “Study on the seismic behavior of rc bridge piers under variable axial load [变轴力钢筋混凝土墩柱抗震性能研究],” Gongcheng lixue/engineering mechanics, vol. 35, pp. 239-245, 2018.
    [Bibtex]
    @ARTICLE{Chen2018239,
    author={Chen, R. and Lei, J.-Q.},
    title={Study on the seismic behavior of rc bridge piers under variable axial load [变轴力钢筋混凝土墩柱抗震性能研究]},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    pages={239-245},
    doi={10.6052/j.issn.1000-4750.2017.04.S046},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052676809&doi=10.6052%2fj.issn.1000-4750.2017.04.S046&partnerID=40&md5=b5516edd2ccb8aa58693ce92f39bb9a8},
    affiliation={School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China; Beijing Higher Institution Engineering Research Center of Civil Engineering Structure and Renewable Material, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China},
    }
  • [DOI] Z. Ou, S. Chen, H. Yuan, and Q. Wu, “Seismic performance of variable cross-sectional concrete filled steel tubular laced columns with flat lacing tubes [变截面平缀管式钢管混凝土格构柱的抗震性能],” Chongqing daxue xuebao/journal of chongqing university, vol. 41, iss. 1, pp. 17-29, 2018.
    [Bibtex]
    @ARTICLE{Ou201817,
    author={Ou, Z. and Chen, S. and Yuan, H. and Wu, Q.},
    title={Seismic performance of variable cross-sectional concrete filled steel tubular laced columns with flat lacing tubes [变截面平缀管式钢管混凝土格构柱的抗震性能]},
    journal={Chongqing Daxue Xuebao/Journal of Chongqing University},
    year={2018},
    volume={41},
    number={1},
    pages={17-29},
    doi={10.11835/j.issn.1000-582X.2018.01.003},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057358350&doi=10.11835%2fj.issn.1000-582X.2018.01.003&partnerID=40&md5=868ef4e76c5c0cb04abf26694f87ff2a},
    affiliation={College of Civil Engineering, Fujian University of Technology, Fuzhou, 350116, China; College of Civil Engineering, Fuzhou University, Fuzhou, 350118, China},
    }
  • [DOI] S. R. H. Vaez and S. Sarvdalir, “Reliability-based optimization of one-bay 2-d steel frame,” Ksce journal of civil engineering, vol. 22, iss. 7, pp. 2433-2440, 2018.
    [Bibtex]
    @ARTICLE{Vaez20182433,
    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={2018},
    volume={22},
    number={7},
    pages={2433-2440},
    doi={10.1007/s12205-017-1881-2},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061150755&doi=10.1007%2fs12205-017-1881-2&partnerID=40&md5=97c85ed9279d4fb00fa46dd3c510d6f2},
    affiliation={Dept. of Civil Engineering, Faculty of Engineering, University of Qom, Qom, 3716146611, Iran},
    }
  • A. Vedatri, B. Khalid, and S. Rajib, “Assessment of seismic local hazard of agartala town based on nonlinear site response analysis,” Disaster advances, vol. 11, iss. 1, pp. 1-24, 2018.
    [Bibtex]
    @ARTICLE{Vedatri20181,
    author={Vedatri, A. and Khalid, B. and Rajib, S.},
    title={Assessment of seismic local hazard of Agartala town based on nonlinear site response analysis},
    journal={Disaster Advances},
    year={2018},
    volume={11},
    number={1},
    pages={1-24},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85039441849&partnerID=40&md5=04fa975faa3a0c112d93e60adf74dd89},
    affiliation={National Institute of Technology Agartala, Jirania, Tripura (w), 799046, India},
    }
  • M. Alkhamis, M. R. Ghasemi, A. Gholinezhad, N. Shabakhty, and W. Abdullah, “Performance-based optimum retrofitting design of concrete bridge piers,” Jordan journal of civil engineering, vol. 12, iss. 4, pp. 637-652, 2018.
    [Bibtex]
    @ARTICLE{Alkhamis2018637,
    author={Alkhamis, M. and Ghasemi, M.R. and Gholinezhad, A. and Shabakhty, N. and Abdullah, W.},
    title={Performance-based optimum retrofitting design of concrete bridge piers},
    journal={Jordan Journal of Civil Engineering},
    year={2018},
    volume={12},
    number={4},
    pages={637-652},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057238402&partnerID=40&md5=93159731ce76c0896aa279a9a24b2a46},
    affiliation={Civil Engineering Department, College of Technological Studies, P.O. Box 39199, Nuzha, 73052, Kuwait; Department of Civil Engineering, University of Sistan and Baluchestan, Daneshgah blvd., Zahedan, Sistan and Baluchestan 98155-987, Iran; Civil Engineering Department, College of Engineering and Petroleum, Kuwait University, P.O. Box 5969, Safat, 13060, Kuwait},
    }
  • [DOI] S. K. Sasmal and R. N. Behera, “Prediction of combined static and cyclic load-induced settlement of shallow strip footing on granular soil using artificial neural network,” International journal of geotechnical engineering, 2018.
    [Bibtex]
    @ARTICLE{Sasmal2018,
    author={Sasmal, S.K. and Behera, R.N.},
    title={Prediction of combined static and cyclic load-induced settlement of shallow strip footing on granular soil using artificial neural network},
    journal={International Journal of Geotechnical Engineering},
    year={2018},
    doi={10.1080/19386362.2018.1557384},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058698448&doi=10.1080%2f19386362.2018.1557384&partnerID=40&md5=dd1b7d3909be71d27e935f31790db362},
    affiliation={Department of Civil engineering, National Institute of Technology Rourkela, Odisha, India},
    }
  • J. Chen, H. Xiong, and J. Jiang, “Comparison of two kinds of connections between timber module and concrete structure based on non-linear numerical analysis.” 2018.
    [Bibtex]
    @CONFERENCE{Chen2018,
    author={Chen, J. and Xiong, H. and Jiang, J.},
    title={Comparison of two kinds of connections between timber module and concrete structure based on non-linear numerical analysis},
    journal={WCTE 2018 - World Conference on Timber Engineering},
    year={2018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058196783&partnerID=40&md5=1f89649a6d29aca9cfa469fbaa60bd1c},
    affiliation={Tongji University, China},
    }
  • [DOI] J. Ramirez, A. R. Barrero, L. Chen, A. Ghofrani, S. Dashti, M. Taiebat, and P. Arduino, “Capabilities and limitations of different numerical tools in capturing seismic site performance in a layered liquefiable site.” 2018, pp. 79-88.
    [Bibtex]
    @CONFERENCE{Ramirez201879,
    author={Ramirez, J. and Barrero, A.R. and Chen, L. and Ghofrani, A. and Dashti, S. and Taiebat, M. and Arduino, P.},
    title={Capabilities and Limitations of Different Numerical Tools in Capturing Seismic Site Performance in a Layered Liquefiable Site},
    journal={Geotechnical Special Publication},
    year={2018},
    volume={2018-June},
    number={GSP 292},
    pages={79-88},
    doi={10.1061/9780784481479.008},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048862668&doi=10.1061%2f9780784481479.008&partnerID=40&md5=7e8dba1a626e52d941325e99a95fa972},
    affiliation={Civil, Environmental and Architectural Engineering Dept., Univ. of Colorado, Boulder, United States; Dept. of Civil Engineering, Univ. of British Columbia, Canada; Dept. of Civil and Environmental Engineering, Univ. of Washington, United States},
    }
  • [DOI] S. Foti, F. Passeri, and A. Ciancimino, “Influence of strong motion records characteristics on numerical simulations of soil liquefaction.” 2018, pp. 311-320.
    [Bibtex]
    @CONFERENCE{Foti2018311,
    author={Foti, S. and Passeri, F. and Ciancimino, A.},
    title={Influence of Strong Motion Records Characteristics on Numerical Simulations of Soil Liquefaction},
    journal={Geotechnical Special Publication},
    year={2018},
    volume={2018-June},
    number={GSP 290},
    pages={311-320},
    doi={10.1061/9780784481455.031},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048829012&doi=10.1061%2f9780784481455.031&partnerID=40&md5=d57451a3cab4676a941f0591d4a399d1},
    affiliation={Dept. of Structural Geotechnical, and Building Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, Turin, 10129, Italy},
    }
  • [DOI] R. -Y. Wu and C. P. Pantelides, “Analytical models for seismic repair of bridge columns using plastic hinge relocation.” 2018, pp. 296-307.
    [Bibtex]
    @CONFERENCE{Wu2018296,
    author={Wu, R.-Y. and Pantelides, C.P.},
    title={Analytical Models for Seismic Repair of Bridge Columns Using Plastic Hinge Relocation},
    journal={Structures Congress 2018: Bridges, Transportation Structures, and Nonbuilding Structures - Selected Papers from the Structures Congress 2018},
    year={2018},
    volume={2018-April},
    pages={296-307},
    doi={10.1061/9780784481332.027},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049306980&doi=10.1061%2f9780784481332.027&partnerID=40&md5=92f066005ad39c1c408992edcf3a6ed0},
    affiliation={Dept. of Civil and Environmental Engineering, Univ. of Utah, Salt Lake City, UT 84112, United States},
    }
  • [DOI] B. Wei, T. -H. Yang, and L. -Z. Jiang, “The effects of model refinement of ballastless tracks on the seismic vulnerability of a continuous bridge on a high-speed railway,” Gongcheng lixue/engineering mechanics, vol. 35, iss. 4, p. 16-23 and 51, 2018.
    [Bibtex]
    @ARTICLE{Wei2018,
    author={Wei, B. and Yang, T.-H. and Jiang, L.-Z.},
    title={The Effects of Model Refinement of Ballastless Tracks on the Seismic Vulnerability of a Continuous Bridge on a High-Speed Railway},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={4},
    pages={16-23 and 51},
    doi={10.6052/j.issn.1000-4750.2017.05.ST06},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048694221&doi=10.6052%2fj.issn.1000-4750.2017.05.ST06&partnerID=40&md5=f6ebea5194421d1bb792425b778903e0},
    affiliation={Department of Civil Engineering, Central South University, Changsha, Hunan 410075, China; National Engineering Laboratory for High Speed Railway Construction, Changsha, Hunan 410075, China; China Railway Siyuan Survey and Design Group Co. Ltd, Wuhan, Hubei 430063, China},
    }
  • [DOI] H. Luo, Q. Wu, and W. Pan, “Research and experiment on optimal separation distance of adjacent buildings based on performance,” Mathematical problems in engineering, vol. 2018, 2018.
    [Bibtex]
    @ARTICLE{Luo2018,
    author={Luo, H. and Wu, Q. and Pan, W.},
    title={Research and Experiment on Optimal Separation Distance of Adjacent Buildings Based on Performance},
    journal={Mathematical Problems in Engineering},
    year={2018},
    volume={2018},
    doi={10.1155/2018/3483401},
    art_number={3483401},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053680278&doi=10.1155%2f2018%2f3483401&partnerID=40&md5=e155f2f9092e219b945045e43395ee4a},
    affiliation={School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan, 430073, China},
    }
  • [DOI] A. Verma and D. R. Sahoo, “Seismic collapse analysis of steel plate shear wall systems,” Key engineering materials, vol. 763, pp. 702-708, 2018.
    [Bibtex]
    @ARTICLE{Verma2018702,
    author={Verma, A. and Sahoo, D.R.},
    title={Seismic collapse analysis of steel plate shear wall systems},
    journal={Key Engineering Materials},
    year={2018},
    volume={763},
    pages={702-708},
    doi={10.4028/www.scientific.net/KEM.763.702},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060774916&doi=10.4028%2fwww.scientific.net%2fKEM.763.702&partnerID=40&md5=4175ae18d5cb9fa9a0c0d8b31352d649},
    affiliation={Department of Civil Engineering, IIT Delhi, New Delhi-16, India; Department of Civil Eng., IIT Delhi, New Delhi-16, India},
    }
  • [DOI] B. Sun, Q. Gu, P. Zhang, and J. Ou, “A practical multi-cross-line model for simulating nonlinear cyclic behavior of reinforced concrete shear wall in super high-rise buildings,” Lecture notes in civil engineering, vol. 5, pp. 364-375, 2018.
    [Bibtex]
    @ARTICLE{Sun2018364,
    author={Sun, B. and Gu, Q. and Zhang, P. and Ou, J.},
    title={A practical multi-cross-line model for simulating nonlinear cyclic behavior of reinforced concrete shear wall in super high-rise buildings},
    journal={Lecture Notes in Civil Engineering},
    year={2018},
    volume={5},
    pages={364-375},
    doi={10.1007/978-3-319-67443-8_31},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060254333&doi=10.1007%2f978-3-319-67443-8_31&partnerID=40&md5=ffbc73d0479c0758a8a409ea3b6df1f3},
    affiliation={School of Civil Engineering, Dalian University of Technology, Dalian, Liaoning, China; School of Architecture and Civil Engineering, Xiamen University, Xiamen, Fujian, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang, China},
    }
  • [DOI] M. Tamov, V. Pochinok, Y. -L. Mo, and V. Korenevskiy, “Effect of load history on shear strength of reinforced concrete i-beams.” 2018.
    [Bibtex]
    @CONFERENCE{Tamov2018,
    author={Tamov, M. and Pochinok, V. and Mo, Y.-L. and Korenevskiy, V.},
    title={Effect of load history on shear strength of reinforced concrete I-Beams},
    journal={IOP Conference Series: Materials Science and Engineering},
    year={2018},
    volume={365},
    number={4},
    doi={10.1088/1757-899X/365/4/042022},
    art_number={042022},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049402646&doi=10.1088%2f1757-899X%2f365%2f4%2f042022&partnerID=40&md5=3279a25a7fa122e340a98d2df28bd515},
    affiliation={Institute of Construction and Transport Infrastructure, Kuban State Technological University, 2 Moskovskaya Street, Krasnodar, 350072, Russian Federation; Department of Civil and Environmental Engineering, University of Houston, 4726 Calhoun Road, Houston, TX 77204-4003, United States},
    }
  • [DOI] C. -J. Li, Z. Zhou, and Q. Xie, “Hysteretic performance analysis of self-centering beam-column connections with sma bars and friction energy dissipator,” Gongcheng lixue/engineering mechanics, vol. 35, iss. 4, pp. 115-123, 2018.
    [Bibtex]
    @ARTICLE{Li2018115,
    author={Li, C.-J. and Zhou, Z. and Xie, Q.},
    title={Hysteretic Performance Analysis of Self-Centering Beam-Column Connections with SMA Bars and Friction Energy Dissipator},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={4},
    pages={115-123},
    doi={10.6052/j.issn.1000-4750.2016.12.1012},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048661466&doi=10.6052%2fj.issn.1000-4750.2016.12.1012&partnerID=40&md5=63f1639bceea8f22b8d4b8e4a4f09848},
    affiliation={Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, 210096, China},
    }
  • [DOI] L. Huang, Z. Zhou, Z. Zhang, and X. Huang, “Seismic performance and fragility analyses of self-centering prestressed concrete frames with infill walls,” Journal of earthquake engineering, 2018.
    [Bibtex]
    @ARTICLE{Huang2018,
    author={Huang, L. and Zhou, Z. and Zhang, Z. and Huang, X.},
    title={Seismic Performance and Fragility Analyses of Self-Centering Prestressed Concrete Frames with Infill Walls},
    journal={Journal of Earthquake Engineering},
    year={2018},
    doi={10.1080/13632469.2018.1526142},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054752175&doi=10.1080%2f13632469.2018.1526142&partnerID=40&md5=67d91a141b16b9f4110f3738de0c3bfd},
    affiliation={Department of Civil Engineering, The Key Laboratory on Concrete and Prestressed Concrete Structures of Ministry of Education of China, Southeast University, Nanjing, China; Department of Civil Engineering and Engineering Mechanics, University of Arizona, Tucson, AZ, United States},
    }
  • [DOI] T. -H. Lee and D. -D. Nguyen, “Seismic vulnerability assessment of a continuous steel box girder bridge considering influence of lrb properties,” Sadhana – academy proceedings in engineering sciences, vol. 43, iss. 1, 2018.
    [Bibtex]
    @ARTICLE{Lee2018,
    author={Lee, T.-H. and Nguyen, D.-D.},
    title={Seismic vulnerability assessment of a continuous steel box girder bridge considering influence of LRB properties},
    journal={Sadhana - Academy Proceedings in Engineering Sciences},
    year={2018},
    volume={43},
    number={1},
    doi={10.1007/s12046-017-0774-x},
    art_number={14},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041908937&doi=10.1007%2fs12046-017-0774-x&partnerID=40&md5=cc1e63bbdfed4592ce86484c5fbe8900},
    affiliation={Department of Civil Engineering, Konkuk University, 120 Neudong-ro, Gwangjin-gu, Seoul, 05029, South Korea; Department of Civil Engineering, Vinh University, 182 Le Duan, Vinh, 460000, Viet Nam},
    }
  • [DOI] Y. -T. Zhang, L. Yang, J. Zhang, and C. -C. Zhang, “Study on design method of strong column and weak beam based on fragility for prestressed concrete frame structures [pc框架结构基于易损性的”强柱弱梁”设计方法研究],” Gongcheng lixue/engineering mechanics, vol. 35, iss. 7, pp. 104-116, 2018.
    [Bibtex]
    @ARTICLE{Zhang2018104,
    author={Zhang, Y.-T. and Yang, L. and Zhang, J. and Zhang, C.-C.},
    title={Study on design method of strong column and weak beam based on fragility for prestressed concrete frame structures [PC框架结构基于易损性的"强柱弱梁"设计方法研究]},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={7},
    pages={104-116},
    doi={10.6052/j.issn.1000-4750.2017.03.0200},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053710831&doi=10.6052%2fj.issn.1000-4750.2017.03.0200&partnerID=40&md5=2343e06d201b1242570176ab16c23b7b},
    affiliation={Huazhong University of Science and Technology, School of Civil Engineering and Mechanics, Wuhan, Hubei 430074, China},
    }
  • [DOI] M. G. Durante, S. J. Brandenberg, J. P. Stewart, and G. Mylonakis, “Winkler stiffness intensity for flexible walls retaining inhomogeneous soil.” 2018, pp. 473-482.
    [Bibtex]
    @CONFERENCE{Durante2018473,
    author={Durante, M.G. and Brandenberg, S.J. and Stewart, J.P. and Mylonakis, G.},
    title={Winkler Stiffness Intensity for Flexible Walls Retaining Inhomogeneous Soil},
    journal={Geotechnical Special Publication},
    year={2018},
    volume={2018-June},
    number={GSP 292},
    pages={473-482},
    doi={10.1061/9780784481479.049},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048888319&doi=10.1061%2f9780784481479.049&partnerID=40&md5=800f942870ebe6576b019b75270c282b},
    affiliation={Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, 2270 Boelter Hall, Los Angeles, CA 90095-1593, United States; Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, 5731-D Boelter Hall, Los Angeles, CA 90095-1593, United States; Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, 5731 Boelter Hall, Los Angeles, CA 90095-1593, United States; Dept. of Civil Engineering, Univ. of Bristol, Bristol, United Kingdom},
    }
  • [DOI] X. -Y. Sun, J. -P. Han, Y. Dang, and Y. Zhou, “Effect of ground motion duration on seismic fragility of rc frames with different beam-column joint failure modes,” Gongcheng lixue/engineering mechanics, vol. 35, iss. 5, pp. 193-203, 2018.
    [Bibtex]
    @ARTICLE{Sun2018193,
    author={Sun, X.-Y. and Han, J.-P. and Dang, Y. and Zhou, Y.},
    title={Effect of ground motion duration on seismic fragility of RC frames with different beam-column joint failure modes},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={5},
    pages={193-203},
    doi={10.6052/j.issn.1000-4750.2017.01.0089},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050124027&doi=10.6052%2fj.issn.1000-4750.2017.01.0089&partnerID=40&md5=7af5a346a58bf45d960da063902fcc36},
    affiliation={Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, Gansu 730050, China; Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou, Gansu 730050, China; State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China},
    }
  • Z. Li, X. Wang, and M. He, “Parametric analysis and direct displacement-based design of timber-steel hybrid structures.” 2018.
    [Bibtex]
    @CONFERENCE{Li2018,
    author={Li, Z. and Wang, X. and He, M.},
    title={Parametric analysis and direct displacement-based design of timber-steel hybrid structures},
    journal={WCTE 2018 - World Conference on Timber Engineering},
    year={2018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058156951&partnerID=40&md5=17b9d0a5b452cd511ea1cc78b79b66b4},
    affiliation={Department of Structural Engineering, Tongji University, China},
    }
  • [DOI] J. Ge and M. S. Saiidi, “Seismic response of the three-span bridge with innovative materials including fault-rupture effect,” Shock and vibration, vol. 2018, 2018.
    [Bibtex]
    @ARTICLE{Ge2018,
    author={Ge, J. and Saiidi, M.S.},
    title={Seismic Response of the Three-Span Bridge with Innovative Materials Including Fault-Rupture Effect},
    journal={Shock and Vibration},
    year={2018},
    volume={2018},
    doi={10.1155/2018/4276167},
    art_number={4276167},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050913181&doi=10.1155%2f2018%2f4276167&partnerID=40&md5=22f5c5ceda50b4891576e16ed914b5c5},
    affiliation={School of Urban Construction and Safety Engineering, Shanghai Institute of Technology, Shanghai, 201418, China; Department of Civil and Environmental Engineering, University of Nevada, Reno, NV 89557, United States},
    }
  • [DOI] M. Kang, X. Yan, and L. Weibin, “Dynamic response analysis of steel frame with a sudden removal first floor column,” Journal of intelligent and fuzzy systems, vol. 34, iss. 2, pp. 1133-1140, 2018.
    [Bibtex]
    @ARTICLE{Kang20181133,
    author={Kang, M. and Yan, X. and Weibin, L.},
    title={Dynamic response analysis of steel frame with a sudden removal first floor column},
    journal={Journal of Intelligent and Fuzzy Systems},
    year={2018},
    volume={34},
    number={2},
    pages={1133-1140},
    doi={10.3233/JIFS-169407},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85043598344&doi=10.3233%2fJIFS-169407&partnerID=40&md5=85b1f886d6cfab1d0d42a2ba500e81fe},
    affiliation={School of Civil Engineering, Southeast University, Nanjing, China; School of Civil Engineering, Hebei University of Science and Technology, Hebei, China; Vibration Engineering Section, University of Exeter, United Kingdom},
    }
  • H. Huang and W. -S. Chang, “Reducing footfall-induced vibration in the timber floor system using a pre-stressed shape memory alloy-based tuned mass damper.” 2018.
    [Bibtex]
    @CONFERENCE{Huang2018,
    author={Huang, H. and Chang, W.-S.},
    title={Reducing footfall-induced vibration in the timber floor system using a pre-stressed shape memory alloy-based tuned mass damper},
    journal={WCTE 2018 - World Conference on Timber Engineering},
    year={2018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058188912&partnerID=40&md5=4c27d9ae1dec627ea6e4a5536abe567a},
    affiliation={College of Architecture and Civil Engineering, Beijing University of Technology, China; School of Architecture, University of Sheffield, United Kingdom},
    }
  • B. Azinović, M. Kramar, T. Pazlar, M. Gams, A. Kwiecien, J. Weckendorf, and I. Šušteršič, “Experimental and numerical analysis of flexible polymer connections for clt buildings.” 2018.
    [Bibtex]
    @CONFERENCE{Azinović2018,
    author={Azinović, B. and Kramar, M. and Pazlar, T. and Gams, M. and Kwiecien, A. and Weckendorf, J. and Šušteršič, I.},
    title={Experimental and numerical analysis of flexible polymer connections for CLT buildings},
    journal={WCTE 2018 - World Conference on Timber Engineering},
    year={2018},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85058157335&partnerID=40&md5=68fae6e717a416fa470522c26dd80f12},
    affiliation={ZAG, Slovenia; Slovenia; Cracow University of Technology, Poland; InnoRenew CoE, Slovenia},
    }
  • [DOI] H. Tahghighi and M. R. Gholami, “Numerical study of confinement effect of frp coatings on behavior of rc frames by using nonlinear analysis,” Journal of applied engineering science, vol. 16, iss. 3, pp. 430-440, 2018.
    [Bibtex]
    @ARTICLE{Tahghighi2018430,
    author={Tahghighi, H. and Gholami, M.R.},
    title={Numerical study of confinement effect of frp coatings on behavior of rc frames by using nonlinear analysis},
    journal={Journal of Applied Engineering Science},
    year={2018},
    volume={16},
    number={3},
    pages={430-440},
    doi={10.5937/jaes16-16866},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054478427&doi=10.5937%2fjaes16-16866&partnerID=40&md5=98d849f6194d6f3726ee99017eafcdfa},
    affiliation={University of Kashan, Isfahan Province, Kashan, Islamic, Iran},
    }
  • [DOI] F. -C. Zheng, Z. -M. Guo, and Y. -T. Zhang, “Seismic behavior analysis of prestressed concrete frame structure under near-fault pulsed ground motions [近场脉冲型地震作用下pc框架结构抗震性能分析],” Gongcheng lixue/engineering mechanics, vol. 35, pp. 330-337, 2018.
    [Bibtex]
    @ARTICLE{Zheng2018330,
    author={Zheng, F.-C. and Guo, Z.-M. and Zhang, Y.-T.},
    title={Seismic behavior analysis of prestressed concrete frame structure under near-fault pulsed ground motions [近场脉冲型地震作用下PC框架结构抗震性能分析]},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    pages={330-337},
    doi={10.6052/j.issn.1000-4750.2017.06.S063},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052691849&doi=10.6052%2fj.issn.1000-4750.2017.06.S063&partnerID=40&md5=781a6f401ad19ee3ae42e8262f52b9d4},
    affiliation={Huazhong University of Science and Technology, School of Civil Engineering and Mechanics, Wuhan, Hubei 430074, China},
    }
  • A. Campiche, S. Shakeel, V. Macillo, M. T. Terracciano, B. Bucciero, T. Pali, L. Fiorino, and R. Landolfo, “Seismic behaviour of sheathed cfs buildings: shake table tests and numerical modelling,” Ingegneria sismica, vol. 35, iss. 2, pp. 106-123, 2018.
    [Bibtex]
    @ARTICLE{Campiche2018106,
    author={Campiche, A. and Shakeel, S. and Macillo, V. and Terracciano, M.T. and Bucciero, B. and Pali, T. and Fiorino, L. and Landolfo, R.},
    title={Seismic behaviour of sheathed CFS buildings: Shake table tests and numerical modelling},
    journal={Ingegneria Sismica},
    year={2018},
    volume={35},
    number={2},
    pages={106-123},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85047986394&partnerID=40&md5=1e368c654cc85636ea4250d7301fc5ba},
    affiliation={Department of Structures for Engineering and Architecture, University of Naples Federico II, Naples, Italy},
    }
  • [DOI] V. Macillo, A. Campiche, S. Shakeel, B. Bucciero, T. Pali, M. T. Terracciano, L. Fiorino, and R. Landolfo, “Seismic behaviour of sheathed cfs buildings: shake-table testing and numerical modelling,” Key engineering materials, vol. 763, pp. 584-591, 2018.
    [Bibtex]
    @ARTICLE{Macillo2018584,
    author={Macillo, V. and Campiche, A. and Shakeel, S. and Bucciero, B. and Pali, T. and Terracciano, M.T. and Fiorino, L. and Landolfo, R.},
    title={Seismic behaviour of sheathed CFS buildings: Shake-Table testing and numerical modelling},
    journal={Key Engineering Materials},
    year={2018},
    volume={763},
    pages={584-591},
    doi={10.4028/www.scientific.net/KEM.763.584},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046656740&doi=10.4028%2fwww.scientific.net%2fKEM.763.584&partnerID=40&md5=ab1670447633d330b681d411682d2b18},
    affiliation={Department of Structure for Engineering and Architecture, University of Naples Federico II, Naples, Italy},
    }
  • [DOI] M. Hentri, M. Hemsas, and D. Nedjar, “Vulnerability of asymmetric multi-storey buildings in the context of performance-based seismic design,” European journal of environmental and civil engineering, 2018.
    [Bibtex]
    @ARTICLE{Hentri2018,
    author={Hentri, M. and Hemsas, M. and Nedjar, D.},
    title={Vulnerability of asymmetric multi-storey buildings in the context of performance-based seismic design},
    journal={European Journal of Environmental and Civil Engineering},
    year={2018},
    doi={10.1080/19648189.2018.1548380},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059484389&doi=10.1080%2f19648189.2018.1548380&partnerID=40&md5=6f376438294dcff54c47619e6f7f282d},
    affiliation={LSTE Laboratory, Department of Civil Engineering, University Mustapha Stambouli of Mascara, Mascara, Algeria; LM2SC, Department of Civil Engineering, University of Science and Technology of Oran, Oran, Algeria},
    }
  • [DOI] L. -H. Xu, K. -P. Wang, X. -S. Xie, and Z. -X. Li, “Study on hysteretic model and seismic performance of damping energy disspation brace with self-centering capability [具有复位功能的阻尼耗能支撑滞回模型与抗震性能研究],” Gongcheng lixue/engineering mechanics, vol. 35, iss. 7, pp. 39-46, 2018.
    [Bibtex]
    @ARTICLE{Xu201839,
    author={Xu, L.-H. and Wang, K.-P. and Xie, X.-S. and Li, Z.-X.},
    title={Study on hysteretic model and seismic performance of damping energy disspation brace with self-centering capability [具有复位功能的阻尼耗能支撑滞回模型与抗震性能研究]},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={7},
    pages={39-46},
    doi={10.6052/j.issn.1000-4750.2017.03.0204},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053670908&doi=10.6052%2fj.issn.1000-4750.2017.03.0204&partnerID=40&md5=5f44de94e30bf9fe11b8b159526e30bd},
    affiliation={School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China; Key Laboratory of Coast Civil Structure Safety of China Ministry of Education, Tianjin University, Tianjin, 300072, China},
    }
  • A. Singh and T. C. Hutchinson, “Finite element modeling and validation of steel sheathed cold-formed steel framed shear walls.” 2018, pp. 631-641.
    [Bibtex]
    @CONFERENCE{Singh2018631,
    author={Singh, A. and Hutchinson, T.C.},
    title={Finite element modeling and validation of steel sheathed cold-formed steel framed shear walls},
    journal={Wei-Wen Yu International Specialty Conference on Cold-Formed Steel Structures 2018 - Recent Research and Developments in Cold-Formed Steel Design and Construction},
    year={2018},
    pages={631-641},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062772649&partnerID=40&md5=229a470f5b242dc129c72a2e238f092a},
    affiliation={Department of Structural Engineering, University of California, San Diego, San Diego, CA, United States},
    }
  • [DOI] X. Cheng and Z. Sun, “Effects of burial depth on the seismic response of subway station structure embedded in saturated soft soil,” Advances in civil engineering, vol. 2018, 2018.
    [Bibtex]
    @ARTICLE{Cheng2018,
    author={Cheng, X. and Sun, Z.},
    title={Effects of Burial Depth on the Seismic Response of Subway Station Structure Embedded in Saturated Soft Soil},
    journal={Advances in Civil Engineering},
    year={2018},
    volume={2018},
    doi={10.1155/2018/8978467},
    art_number={8978467},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053691115&doi=10.1155%2f2018%2f8978467&partnerID=40&md5=650ad0f7fe7faed6245067ff803dd3a4},
    affiliation={Transportation Engineering College, Dalian Maritime University, Dalian, Liaoning, 116026, China},
    }
  • [DOI] X. H. Long, Z. Y. Xie, J. Fan, and Y. Miao, “Convex model-based calculation of robust seismic fragility curves of isolated continuous girder bridge,” Bulletin of earthquake engineering, vol. 16, iss. 1, pp. 155-182, 2018.
    [Bibtex]
    @ARTICLE{Long2018155,
    author={Long, X.H. and Xie, Z.Y. and Fan, J. and Miao, Y.},
    title={Convex model-based calculation of robust seismic fragility curves of isolated continuous girder bridge},
    journal={Bulletin of Earthquake Engineering},
    year={2018},
    volume={16},
    number={1},
    pages={155-182},
    doi={10.1007/s10518-017-0197-4},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85025652087&doi=10.1007%2fs10518-017-0197-4&partnerID=40&md5=9d7e359365b230ef82bbe1678c27c593},
    affiliation={School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan, Hubei 430074, China; Hubei Key Laboratory of Control Structure, Huazhong University of Science and Technology, Wuhan, Hubei 430074, China},
    }
  • [DOI] A. R. Rad and M. Banazadeh, “Probabilistic risk-based performance evaluation of seismically base-isolated steel structures subjected to far-field earthquakes,” Buildings, vol. 8, iss. 9, 2018.
    [Bibtex]
    @ARTICLE{Rad2018,
    author={Rad, A.R. and Banazadeh, M.},
    title={Probabilistic risk-based performance evaluation of seismically base-isolated steel structures subjected to far-field earthquakes},
    journal={Buildings},
    year={2018},
    volume={8},
    number={9},
    doi={10.3390/buildings8090128},
    art_number={128},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85054006620&doi=10.3390%2fbuildings8090128&partnerID=40&md5=821c892ff61a21d90debb75ef2851be1},
    affiliation={Laboratory of Timber Construction (IBOIS), École Polytechnique Fédérale de Lausanne (EPFL), Lausanne, CH-1015, Switzerland; School of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran Polytechnic, Tehran, 15875-4413, Iran},
    }
  • [DOI] L. -B. Chen, C. -G. Huang, and Y. Gu, “Seismic vulnerability analysis of simply supported highway bridges based on an improved response surface method,” Gongcheng lixue/engineering mechanics, vol. 35, iss. 4, pp. 208-218, 2018.
    [Bibtex]
    @ARTICLE{Chen2018208,
    author={Chen, L.-B. and Huang, C.-G. and Gu, Y.},
    title={Seismic Vulnerability Analysis of Simply Supported Highway Bridges Based on an Improved Response Surface Method},
    journal={Gongcheng Lixue/Engineering Mechanics},
    year={2018},
    volume={35},
    number={4},
    pages={208-218},
    doi={10.6052/j.issn.1000-4750.2017.06.0512},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85048692742&doi=10.6052%2fj.issn.1000-4750.2017.06.0512&partnerID=40&md5=efd306275d0b16091d7a5813622f8ffb},
    affiliation={College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China},
    }
  • [DOI] C. Demartino, I. Vanzi, G. Monti, and C. Sulpizio, “Precast industrial buildings in southern europe: loss of support at frictional beam-to-column connections under seismic actions,” Bulletin of earthquake engineering, vol. 16, iss. 1, pp. 259-294, 2018.
    [Bibtex]
    @ARTICLE{Demartino2018259,
    author={Demartino, C. and Vanzi, I. and Monti, G. and Sulpizio, C.},
    title={Precast industrial buildings in Southern Europe: Loss of support at frictional beam-to-column connections under seismic actions},
    journal={Bulletin of Earthquake Engineering},
    year={2018},
    volume={16},
    number={1},
    pages={259-294},
    doi={10.1007/s10518-017-0196-5},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85025814923&doi=10.1007%2fs10518-017-0196-5&partnerID=40&md5=8bb6b6f2244626b3de5c52ae2cdddef4},
    affiliation={College of Civil Engineering, Nanjing Tech University, Nanjing, 211816, China; Department of Structural Engineering and Geotechnics, Sapienza University of Rome, via A. Gramsci 53, Rome, 00197, Italy; Department of Engineering and Geology, University G. d’Annunzio of Chieti-Pescara, viale Pindaro, 42, Pescara, 65127, Italy; College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350108, China},
    }
  • [DOI] X. Cheng, C. Cui, Z. Sun, J. Xia, and G. Wang, “Shaking table test and numerical verification for free ground seismic response of saturated soft soil,” Mathematical problems in engineering, vol. 2018, 2018.
    [Bibtex]
    @ARTICLE{Cheng2018,
    author={Cheng, X. and Cui, C. and Sun, Z. and Xia, J. and Wang, G.},
    title={Shaking table test and numerical verification for free ground seismic response of saturated soft soil},
    journal={Mathematical Problems in Engineering},
    year={2018},
    volume={2018},
    doi={10.1155/2018/3416315},
    art_number={3416315},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062068591&doi=10.1155%2f2018%2f3416315&partnerID=40&md5=99588c4909aaca31d3eee4adb9ac7db2},
    affiliation={Transportation Engineering College, Dalian Maritime University, Dalian, Liaoning, 116026, China; School of Civil Engineering and Architecture, Xinxiang University, Xinxiang, 453003, China},
    }
  • [DOI] M. D. Cortes-Delgado and L. G. Hernández, “Development of the uprm hybrid simulation facilities: substructuring techniques coupled numerical simulations,” Lecture notes in civil engineering, vol. 5, pp. 469-479, 2018.
    [Bibtex]
    @ARTICLE{Cortes-Delgado2018469,
    author={Cortes-Delgado, M.D. and Hernández, L.G.},
    title={Development of the UPRM hybrid simulation facilities: substructuring techniques coupled numerical simulations},
    journal={Lecture Notes in Civil Engineering},
    year={2018},
    volume={5},
    pages={469-479},
    doi={10.1007/978-3-319-67443-8_40},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060218293&doi=10.1007%2f978-3-319-67443-8_40&partnerID=40&md5=25ae606f3e0b9cb8181bff2795e38c9f},
    affiliation={Department of Engineering Science and Materials, University of Puerto Rico at Mayaguez, Mayaguez, PR, United States; Department of Civil Engineering and Surveying, University of Puerto Rico at Mayaguez, Mayaguez, PR, United States},
    }
  • [DOI] A. M. Knaack and Y. C. Kurama, “Modeling time-dependent deformations: application for reinforced concrete beams with recycled concrete aggregates,” Aci structural journal, vol. 115, iss. 1, pp. 175-190, 2018.
    [Bibtex]
    @ARTICLE{Knaack2018175,
    author={Knaack, A.M. and Kurama, Y.C.},
    title={Modeling time-dependent deformations: Application for reinforced concrete beams with recycled concrete aggregates},
    journal={ACI Structural Journal},
    year={2018},
    volume={115},
    number={1},
    pages={175-190},
    doi={10.14359/51701153},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85042268521&doi=10.14359%2f51701153&partnerID=40&md5=3156f7f3dfab161f4f8334da662fca26},
    affiliation={Schaefer in CincinnatiOH, United States; University of Notre Dame, United States},
    }
  • [DOI] H. Ataei and K. K. Anaraki, “Seismic evaluation of dual steel frames with brace buckling consideration.” 2018, pp. 21-29.
    [Bibtex]
    @CONFERENCE{Ataei201821,
    author={Ataei, H. and Anaraki, K.K.},
    title={Seismic Evaluation of Dual Steel Frames with Brace Buckling Consideration},
    journal={Structures Congress 2018: Buildings and Disaster Management - Selected Papers from the Structures Congress 2018},
    year={2018},
    volume={2018-April},
    pages={21-29},
    doi={10.1061/9780784481325.003},
    url={https://www.scopus.com/inward/record.uri?eid=2-s2.0-85049380558&doi=10.1061%2f9780784481325.003&partnerID=40&md5=8b350907599acd674e82137ac091503e},
    affiliation={Dept. of Civil and Materials Engineering, Univ. of Illinois at Chicago, 842 West Taylor St., Chicago, IL 60607, United States; Dept. of Civil and Environmental Engineering, College of Engineering and Computer Sciences, Syracuse Univ., 151 Link Hall, Syracuse, NY 13244, United States},
    }

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