Seismic resilience assessment and retrofit of the reinforced concrete frame shear wall building

被引:0
|
作者
Jia, Shuo [1 ]
Huang, Jia-Ming [1 ]
Zhan, Dong-Jie [1 ]
机构
[1] Northeast Elect Power Univ, Sch Civil Engn & Architecture, Key Lab Elect Power Infrastruct Safety Assessment, 169 Changchun Rd, Jilin 132012, Jilin, Peoples R China
关键词
fragility analysis; RC frame shear wall building; seismic resilience; seismic retrofit; SMA braces; viscous dampers; DAMPERS; CHINESE;
D O I
10.12989/eas.2025.28.1.089
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study concentrates on the seismic resilience assessment and reinforcement schemes of the RC frame shear wall building. Firstly, the theory of the GB/T 38591-2020 is introduced and the comparison among the international commonly used methods is conducted. Secondly, the fragility analysis and seismic resilience assessment of the RC frame shear wall building are performed, in which the resilience indicators (restoration cost, repair time and casualties) are elaborately analyzed. Finally, the retrofit schemes of the viscous damper, SMA brace and the hybrid of the two are proposed according to the seismic resilience weakness of the building, and the comparison of the original building and retrofit schemes is conducted. This study aims to help to identify the weak links of the existing RC frame shear wall building and formulate effective reinforcement schemes to improve the seismic resilience, which can provide theoretical reference for the retrofit of the RC frame shear wall building.
引用
收藏
页码:89 / 106
页数:18
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