Constant damage inelastic displacement ratios for the near-fault pulse-like ground motions

被引:57
|
作者
Wen, Wei-Ping [1 ]
Zhai, Chang-Hai [1 ,2 ]
Li, Shuang [1 ,2 ]
Chang, Zhiwang [1 ]
Xie, Li-Li [1 ,3 ]
机构
[1] Harbin Inst Technol, Sch Civil Engn, Harbin S, Peoples R China
[2] Harbin Inst Technol, Key Lab Struct Dynam Behav & Control, Minist Educ, Harbin 150090, Heilongjiang, Peoples R China
[3] China Earthquake Adm, Inst Engn Mech, Harbin 150080, Peoples R China
基金
中国国家自然科学基金;
关键词
Constant damage inelastic displacement ratios; Near-fault pulse-like ground motions; Period normalization; Predominant period; SEISMIC RESPONSE; EARTHQUAKE; DESIGN; DEMANDS; DIRECTIVITY; PARAMETERS; SPECTRA; SYSTEMS; BRIDGE;
D O I
10.1016/j.engstruct.2013.11.011
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This manuscript investigates the constant damage inelastic displacement ratios for the near-fault pulse-like ground motions. The inelastic displacement ratios are computed for three hysteretic models and 81 near-fault pulse-like ground motions. The effects of near-fault pulse-like ground motions, period normalization, earthquake magnitude, rupture distance, peak ground velocity (PGV), maximum incremental velocity (MIV), structural degrading behavior and ultimate ductility factor mu(u) are evaluated and discussed statistically. The results indicate that the near-fault pulse-like ground motions can significantly increase the displacement demand of structures with medium period. The period normalization can clearly reduce the dispersion of inelastic displacement ratio. The effect of MIV on inelastic displacement ratios is more obvious than PGV. The near-fault pulse-like ground motions are more dangerous for structures with strength degrading behavior than ordinary ground motions. A predictive model is proposed for the application of constant damage inelastic displacement ratios for near-fault pulse-like ground motions. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:599 / 607
页数:9
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