Hysteretic model and experimental validation of a variable damping self-centering brace

被引:24
作者
Xie, Xingsi [1 ]
Xu, Longhe [1 ]
Li, Zhongxian [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
关键词
Self-centering brace; Variable damping; Hysteretic response; Mechanical model; Dynamic behavior; ENERGY-DISSIPATION; SEISMIC RESPONSE; STEEL FRAME; DESIGN; PERFORMANCE; DAMPERS; SYSTEMS;
D O I
10.1016/j.jcsr.2020.105965
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The variable damping self-centering brace (VD-SCB), which uses disc springs and magnetorheological fluid to recenter and dissipate energy, is a lateral force-resisting component that reduces residual deformation. This paper presents the hysteretic modeling of the VD-SCB. Full-scale cyclic tests were conducted on the VD-SCB with different pre-pressed forces and stiffness due to sinusoidal excitations with varying frequencies and amplitudes. The results demonstrate that the brace presents a quasi-flag-shaped behavior, which provides reliable energy dissipation and recentering capabilities. A modified model based on the Bouc-Wen system is proposed to predict the hysteretic behaviors of the VD-SCB. The parameters of the modified restoring force model are analyzed to develop a reasonable 7-step selection process. The predictions of the model are sufficiently accurate to portray the test data. Compared with the existing self-centering brace, the VD-SCB has a fuller force-displacement response under a dynamic exd ta t ion, and the brace exhibits a greater energy dissipation, and both a lower activation force and sudden stiffness change. (C) 2020 Elsevier Ltd. All rights reserved.
引用
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页数:10
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