Cyclic behavior and failure mechanism of self-centering energy dissipation braces with pre-pressed combination disc springs

被引:224
作者
Xu, Long-He [1 ]
Fan, Xiao-Wei [1 ]
Li, Zhong-Xian [2 ]
机构
[1] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China
[2] Tianjin Univ, Key Lab Coast Civil Struct Safety China, Minist Educ, Tianjin 300072, Peoples R China
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; low cyclic reversed loading test; BUCKLING-RESTRAINED BRACES; SEISMIC RESISTANCE; FRAME BUILDINGS; BRACING SYSTEM; VALIDATION; DESIGN; TESTS; PERFORMANCE;
D O I
10.1002/eqe.2844
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new type of bracing system composed of friction energy dissipation devices for energy dissipation, pre-pressed combination disc springs for self-centering and tube members as guiding elements is developed and experimentally studied in this paper. The mechanics of this system are explained, the equations governing its hysteretic responses are outlined and large-scale validation tests of two braces with different types of disc springs are conducted under the condition of low cyclic reversed loading. The experimental results demonstrate that the proposed bracing system exhibits a stable and repeatable flag-shaped hysteretic response with an excellent self-centering capability and effective energy dissipation throughout the loading protocol. Furthermore, the maximum bearing force and stiffness are predicted well by the equations governing its mechanical behavior. Fatigue and destructive test results demonstrate that the proposed bracing system can maintain stable energy dissipation and self-centering capabilities under large deformation cyclic loading even when the tube members exceed the elastic limit and that a larger bearing capacity is achieved by the system that has disc springs without a bearing surface. Copyright (c) 2016 John Wiley & Sons, Ltd.
引用
收藏
页码:1065 / 1080
页数:16
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