Experimental and numerical studies of a core plate repairable double-stage yield buckling-restrained brace

被引:3
作者
Xiong, Chen [1 ,2 ,3 ]
Cao, Yuchao [3 ]
Wang, Tao [1 ]
Xie, Linlin [4 ]
Wu, Disheng [3 ]
机构
[1] China Earthquake Adm, Inst Engn Mech, Key Lab Earthquake Engn & Engn Vibrat, Harbin 150028, Peoples R China
[2] Shenzhen Univ, Coll Civil & Transportat Engn, State Key Lab Intelligent Construct & Hlth Operat, Shenzhen 518060, Peoples R China
[3] Shenzhen Univ, Guangdong Prov Key Lab Durabil Marine Civil Engn, Shenzhen 518060, Peoples R China
[4] Beijing Univ Civil Engn & Architecture, Sch Civil & Transportat Engn, Beijing 100044, Peoples R China
基金
中国国家自然科学基金;
关键词
Buckling-restrained braces; Repairable; Quasi-static test; Hysteretic behavior; Finite element analysis; SEISMIC RESILIENCE;
D O I
10.1016/j.jcsr.2024.109006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper introduces a core plate replaceable double-stage yield buckling-restrained brace (RDYB). All components of the RDYB are assembled through bolt connections, allowing for the replacement of the core plate without the need to remove the buckling-restraining cover plate, which can significantly simplify the repairing process. Firstly, the configuration and working principle of the RDYB are presented. Secondly, a core plate repairable single-stage yield buckling-restrained brace (RSYB) was designed to demonstrate the effectiveness of the repairing method, and an RDYB was designed to further illustrate the double-stage yield performance of the proposed RDYB. Thirdly, cyclic loading was conducted to investigate the hysteretic performance, failure modes, and cumulative plastic deformation capabilities of the specimens. The test results show that the repairable buckling-restrained brace (RBRB) specimens exhibit stable hysteretic performance and good cumulative plastic deformation capabilities. Moreover, the hysteretic performance of the RBRB specimens remains consistent before and after the replacement of core plates. The outcomes of this study are expected to provide useful references for the development of more repairable and resilient braced structures.
引用
收藏
页数:11
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