Residual displacement responses of structures subjected to near-fault pulse-like ground motions

Structure and Infrastructure Engineering - Tập 18 Số 3 - Trang 313-329 - 2022
Huihui Dong1,2, Qiang Han2, Canxing Qiu2, Xiuli Du2, Jingbo Liu1
1Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing, China
2Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China

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Tài liệu tham khảo

10.1002/eqe.369

10.1016/j.soildyn.2019.03.021

Applied Technology Council, 2012, FEMA P-58-1: Seismic performance assessment of buildings-Volume 1, methodology

Baber T. T., 1981, Journal of Engineering Mechanics, 107, 1069

10.1785/0120060255

10.1002/eqe.2288

10.1016/S0267-7261(00)00075-0

Cheng H., 2016, Bulletin of Earthquake Engineering, 14, 2229, 10.1007/s10518-016-9902-y

10.22215/etd/2017-11966

10.1080/13632460309350443

Choi H., 2008, Proceedings of 14th World Conference on Earthquake Engineering

10.1016/j.engstruct.2017.06.001

Erochko, J. A. (2013). Improvements to the design and use of post-tensioned self-centering energy-dissipative (SCED) braces (PhD Dissertation). Department of Civil Engineering, University of Toronto, Toronto, PA

10.1061/(ASCE)ST.1943-541X.0000296

10.1016/j.soildyn.2017.04.014

10.1002/eqe.2274

10.1002/eqe.2975

10.1016/j.soildyn.2009.10.003

10.1061/(ASCE)SC.1943-5576.0000282

Iervolino I., 2012, Earthquake Engineering & Structural Dynamics, 41, 2351, 10.1002/eqe.2167

10.1002/eqe.2483

10.1002/eqe.2712

López-Barraza A., 2013, Advances in Materials Science and Engineering, 2013, 1, 10.1155/2013/192484

10.1002/tal.182

Jalali R. S., 2009, Bulletin of the Seismological Society of America, 99, 1404, 10.1785/0120080067

Japan Road Association, 2002, Design specification of highway bridges, part V-seismic design

Jeong H. I., 2008, Pacific Earthquake Engineering Research Center

10.1016/j.soildyn.2018.09.001

Japan Society of Civil Engineers (JSCE), 2000, Earthquake resistant design codes in Japan

10.1061/(ASCE)0733-9445(1998)124:5(523)

10.1002/(SICI)1096-9845(199707)26:7<701::AID-EQE671>3.0.CO;2-I

10.1061/JSDEAG.0005782

McCormick, J., Aburano, H., Ikenaga, M. & Nakashima, M. (2008). Permissible residual deformation levels for building structures considering both safety and human elements. Proceedings of 14th World Conference on Earthquake Engineering. Beijing, China, October, 12–17.

Miranda E., 2002, Engineering Structures, 24, 1271, 10.1016/S0141-0296(02)00052-4

10.1002/eqe.717

10.1002/eqe.2777

10.1016/j.engstruct.2016.09.051

10.1061/(ASCE)ST.1943-541X.0002515

Riddell, R. & Newmark, N. M. (1979). Statistical analysis of the response of nonlinear systems subjected to earthquakes. University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign.

10.1061/JSDEAG.0005324

Ruiz‐García, J. & Miranda, E. (2005).Performance-based assessment of existing structures accounting for residual displacements(PhD Thesis). Stanford University, USA.

10.1002/eqe.523

10.1016/j.soildyn.2017.07.008

10.1785/0120100090

10.1785/0120130191

10.1061/(ASCE)BE.1943-5592.0001298

Surhone L. M., 1998, Science,, 10, 939

Takewaki I., 2012, Springer Science & Business Media

10.1080/13632460903556509

10.1193/033017EQS056M

10.1002/eqe.1184

10.1016/j.jcsr.2018.05.031