Behaviors Comparisons and Prediction of Pre-Pressed Spring Self-Centering Energy Dissipation Braces

被引:18
作者
Fan, Xiao-Wei [1 ]
Xu, Long-He [1 ]
Li, Zhong-Xian [2 ]
机构
[1] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China
[2] Tianjin Univ, Minist Educ, Key Lab Coast Civil Struct Safety China, Tianjin 300072, Peoples R China
基金
北京市自然科学基金; 中国国家自然科学基金;
关键词
Self-centering brace; energy dissipation; combination disc spring; hysteretic behavior; large scale testing; BUCKLING-RESTRAINED BRACES; SEISMIC RESISTANCE; FRAME BUILDINGS; BRACING SYSTEM; PERFORMANCE; VALIDATION;
D O I
10.1142/S0219455418400060
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The pre-pressed spring self-centering energy dissipation (PS-SCED) brace that combines the friction energy dissipation mechanism with a self-centering member comprising combination disc springs is developed and experimentally studied. The configuration of the proposed bracing system is presented and a Bouc-Wen model-based restoring force model is proposed to predict its hysteretic behavior. Two large scale PS-SCED braces with different length and different types of disc springs are designed, fabricated, and tested under low cyclic reversed loadings, and results demonstrate that the PS-SCED brace exhibits stable and repeatable self-centering hysteretic responses with effective energy dissipation capacity. The ductility of the proposed bracing system can be enhanced by employing the disc springs with bearing surface, and increasing the length of the tube members or segments of the disc springs. The symmetry of the bearing force in tension and in compression meets the design requirement for bracing elements. And the proposed restoring force model can accurately portray the hysteretic behavior of the PS-SCED bracing system.
引用
收藏
页数:14
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