共 30 条
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
收藏
页数:10
相关论文