Inelastic Spectra to Predict Constant-Damage Energy Factor of Structures Under Near-Fault Pulse-Type Ground Motions

被引:0
|
作者
Liu, Bali [1 ]
Hu, Jinjun [2 ]
Xie, Lili [2 ]
Zhai, Changhai [3 ]
机构
[1] Hunan Univ Sci & Technol, Sch Civil Engn, Xiangtan, Peoples R China
[2] China Earthquake Adm, Inst Engn Mech, Harbin 150080, Peoples R China
[3] Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin, Peoples R China
基金
中国国家自然科学基金;
关键词
Near-fault pulse-type ground motion; energy factor; self-centering system; damage index; performance-based design; STRENGTH-REDUCTION FACTORS; DISPLACEMENT RATIOS; RESPONSE SPECTRA; SEISMIC RESPONSE; DUCTILITY; DESIGN; SYSTEMS; DIRECTIVITY; PERFORMANCE; BUILDINGS;
D O I
10.1080/13632469.2024.2383784
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A simple relationship is proposed to construct constant-damage energy factor (gamma DI) spectra of single-degree-of-freedom (SDOF) oscillators with different levels of damage, expressed by the Park-Ang damage index. gamma DI is computed for SDOF oscillators with four hysteretic models when subjected to 80 pulse-like ground motions. The statistical dependence of gamma DI on initial period, damage index, postyield stiffness ratio, and ultimate ductility factor is investigated. In comparison with the non-pulse-type ground motions, the near-fault pulse-type ground motions can significantly increase the gamma DI of structures, and the magnitude of the increase can reach about 200%. Conservative estimates of mean gamma DI of SDOF oscillators are proposed taking into account the combined effect of period, damage level, and ultimate ductility factor.
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收藏
页数:21
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