Experimental study on aseismic performance and resilience of a self-centering shear wall with BRBs at base

被引：0

作者：

Jiang Q. ^{[1
,2
]}

Wang S.-Y. ^{[1
]}

Feng Y.-L. ^{[1
,2
]}

Chong X. ^{[1
,2
]}

Zhu Y. ^{[1
]}

Zhou Y.-T. ^{[1
]}

机构：

[1] School of Civil Engineering, Hefei University of Technology, Hefei

[2] Anhui Key Laboratory of Civil Engineering Structure and Materials, Hefei University of Technology, Hefei

来源：

Gongcheng Lixue/Engineering Mechanics | 2021年 / 38卷 / 10期

关键词：

Buckling-restrained braces; Earthquake-resilience; Experimental study; Self-centering; Shear wall;

D O I：

10.6052/j.issn.1000-4750.2020.10.0725

中图分类号：

学科分类号：

摘要：

A self-centering concrete shear wall with buckling-restrained braces (BRBs) at its base is proposed to improve the self-centering and energy dissipation capacity of the shear wall and consider the replaceability of the energy-dissipating members. In order to study the aseismic performance and resilience of the shear wall, one shear wall and two groups of BRBs were designed and manufactured. The pseudo-static and replacement tests were conducted, and the failure modes, hysteresis, self-centering and earthquake-resilient performance of the specimens were studied. The results indicate that: the damage of self-centering shear wall is mainly concentrated on the BRBs, and the proposed wall has a good energy dissipation capacity and certain self-centering capability. The hysteretic performance of the self-centering shear wall before and after replacing BRBs remains basically unchanged, which indicates that it behaves a good earthquake-resilience. © 2021, Engineering Mechanics Press. All right reserved.

引用

页码：173 / 180

页数：7

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