Experimental Studies on Channel-Stiffened Steel Plate Shear Walls

Author(s):  
Qiuhong Zhao ◽  
Jing Qiu
2013 ◽  
Vol 67 ◽  
pp. 155-167 ◽  
Author(s):  
Jian-Guo Nie ◽  
Li Zhu ◽  
Jian-Sheng Fan ◽  
Yi-Lung Mo

2012 ◽  
Vol 28 (2) ◽  
pp. 405-426 ◽  
Author(s):  
Nicole M. Baldvins ◽  
Jeffery W. Berman ◽  
Laura N. Lowes ◽  
Todd M. Janes ◽  
Natalie A. Low

Fragility functions are developed to predict the method of repair required for steel plate shear walls damaged due to earthquake loading. The results of previous experimental studies are used to develop empirical relationships between damage states and story drift. Damage states are proposed and linked deterministically with commonly employed methods of repair; these damage states are characterized by parameters such as yielding and tearing of the steel plate and yielding, buckling and fracture of frame members. Lognormal probability distributions are fit to the empirical data and evaluated using standard statistical methods. The results of this effort are families of fragility functions that predict the required method of repair for a damaged wall.


2018 ◽  
Vol 144 (11) ◽  
pp. 04018200 ◽  
Author(s):  
Jing Qiu ◽  
Qiuhong Zhao ◽  
Cheng Yu ◽  
Zhongxian Li

Structures ◽  
2017 ◽  
Vol 12 ◽  
pp. 40-53 ◽  
Author(s):  
Soheil Shafaei ◽  
Farhang Farahbod ◽  
Amir Ayazi

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