Parametric analysis and failure mode of steel plate shear wall with self-centering braces

2021 ◽  
Vol 237 ◽  
pp. 112151
Author(s):  
Longhe Xu ◽  
Jialin Liu ◽  
Zhongxian Li
2013 ◽  
Vol 831 ◽  
pp. 149-152
Author(s):  
Kang Min Lee ◽  
Keun Yeong Oh ◽  
Rui Li ◽  
Liu Yi Chen ◽  
Woo Seok Kim

In the last several decades, coupled shear wall have become recognized as efficient lateral load resisting systems for high-rise structures, increasingly. Coupled shear walls give considerable lateral stiffness and strength as well as providing an architecturally practical structural system. In this paper, in order to observe seismic performance of coupled steel plate shear wall, models of previous study was verified, and coupled shear wall with steel plate was carried out with various parametric analysis. Parametric analysis was performed with various width of bay. As a result, model that aspect ratio of steel plate was close to 1 was the most structurally safe.


Structures ◽  
2021 ◽  
Vol 29 ◽  
pp. 2028-2043
Author(s):  
Can Mei ◽  
Yongshan Zhang ◽  
Dayang Wang ◽  
Chengqing Wu ◽  
Yizhe Xu

2015 ◽  
Vol 18 (6) ◽  
pp. 853-872 ◽  
Author(s):  
M. Gholipour ◽  
E. Asadi ◽  
M.M. Alinia

Author(s):  
Prashant Sunagar ◽  
Manish S Dharek ◽  
K Nruthya ◽  
K S Sreekeshava ◽  
B Nagashree ◽  
...  

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