Seismic energy factor of self-centering systems subjected to near-fault earthquake ground motions

被引:26
|
作者
Ke, Ke [1 ]
Chuan, Guanghong [1 ]
Ke, Shuizhou [2 ]
机构
[1] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[2] Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China
基金
中国国家自然科学基金;
关键词
Energy balance; Energy factor; Self-centering systems; Post-yielding stiffness ratio; Nonlinear dynamic analysis; Near-fault ground motions; STRENGTH-REDUCTION FACTORS; DESIGN; PERFORMANCE; FRAMES; RESISTANCE; MULTIPLE; SPECTRUM; WALLS;
D O I
10.1016/j.soildyn.2016.02.011
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This research focuses on the seismic energy factor of self-centering systems. Based on energy balance concept, the energy factor of self-centering systems is derived. To clarify the influence of hysteretic parameters on the energy factor, nonlinear dynamic analyses of flag-shaped single degree-of-freedom systems are performed. An ensemble of near-fault earthquake ground motion records is used as excitations. Numerical evaluations considering different combinations of hysteretic nonlinear parameters including the post-yielding stiffness ratio and ductility factor are performed. A comparison with the widely used design spectra is also made. The dispersion of analyses results is also presented. Results indicate that the energy factor of self-centering systems is appreciably influenced by nonlinear parameters (the ductility factor and post-yielding stiffness ratio). Results of this study are instructive for the revelation of the energy balance mode of self-centering systems, and they can be helpful to enhance and improve the current procedures based on energy balance concept. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:169 / 173
页数:5
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