Performance-based design of self-centering energy-absorbing dual rocking core system

被引:29
|
作者
Hu, Shuling [1 ,2 ,3 ]
Wang, Wei [1 ,2 ]
Alam, M. Shahria [3 ]
Qu, Bing [4 ]
机构
[1] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Dept Struct Engn, Shanghai 200092, Peoples R China
[3] Univ British Columbia, Sch Engn, Kelowna, BC V1V 1V7, Canada
[4] Calif Polytech State Univ San Luis Obispo, Dept Civil & Environm Engn, San Luis Obispo, CA 93407 USA
基金
加拿大自然科学与工程研究理事会; 中国国家自然科学基金;
关键词
Self-centering; Rocking core; Displacement-based design; Numerical study; CONCENTRICALLY BRACED FRAMES; SEISMIC PERFORMANCE; BRACING SYSTEM; STEEL FRAME; BUILDINGS; IMPLEMENTATION; MITIGATION; BEHAVIOR; RATIOS; JOINT;
D O I
10.1016/j.jcsr.2021.106630
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The Self-centering Energy-absorbing Dual Rocking Core system (denoted as the SEDRC system) is a newly devel-oped high-performance steel lateral force-resisting system that can achieve negligible residual inter-story drifts and avoid structural damage during rare earthquakes. Compared to many existing re-centering systems, the SEDRC system also has larger deformability and can obtain a more uniform inter-story drift responses when sub-jected to ground motions. This research focuses on developing a performance-based design procedure for the SEDRC systems. The seismic force reduction factor model and constant-ductility demand model have been de -rived via parametric nonlinear dynamic analyses of single-degree-of-freedom systems with the hysteretic behav-ior of the SEDRC system for developing the Displacement-Based Design (DBD) procedure. Following the developed DBD method, three six-story SEDRC systems with different parameters have been designed to achieve the desired performance objectives. Systematic numerical studies, including nonlinear static analyses, nonlinear dynamic analyses, and incremental dynamic analyses, have been conducted to validate whether the designed SEDRC system can obtain the prescribed performance target and investigate the effect of some design parameters on the seismic responses of the SEDRC systems. According to the results from the numerical studies, it can be ob-served that the three SEDRC systems designed through the proposed DBD method can successfully obtain the de-sired performance target. Moreover, higher inter-story drift at the bearing of the shear friction spring damper, as well as the higher enhanced yield-strength ratio of BRBs, can enhance the collapse-resistant capacity of the SEDRC system. Higher bearing inter-story drift can further reduce the residual inter-story drift leading to a lower collapse probability of the SEDRC system subjected to rare seismic events. (c) 2021 Elsevier Ltd. All rights reserved.
引用
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页数:15
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