Seismic behavior of flanged reinforced concrete shear walls with high‐strength stirrup under cyclic loading

Author(s):  
Zhang Pinle ◽  
Liu Junxiong ◽  
Zhang Gan
2018 ◽  
Vol 115 (5) ◽  
Author(s):  
Bin Wang ◽  
Qing-Xuan Shi ◽  
Wen-Zhe Cai

2013 ◽  
Vol 353-356 ◽  
pp. 1990-1999
Author(s):  
Yi Sheng Su ◽  
Er Cong Meng ◽  
Zu Lin Xiao ◽  
Yun Dong Pi ◽  
Yi Bin Yang

In order to discuss the effect of different concrete strength on the seismic behavior of the L-shape steel reinforced concrete (SRC) short-pier shear wall , this article analyze three L-shape steel reinforced concrete short-pier shear walls of different concrete strength with the numerical simulation software ABAQUS, revealing the effects of concrete strength on the walls seismic behavior. The results of the study show that the concrete strength obviously influence the seismic performance. With the concrete strength grade rise, the bearing capacity of the shear wall becomes large, the ductility becomes low, the pinch shrinkage effect of the hysteresis loop becomes more obvious.


2018 ◽  
Vol 124 ◽  
pp. 350-365 ◽  
Author(s):  
Zhifeng Xu ◽  
Zhongfan Chen ◽  
Suhang Yang

2019 ◽  
Vol 20 (3) ◽  
pp. 911-931 ◽  
Author(s):  
Xiao‐Lei Chen ◽  
Jian‐Ping Fu ◽  
Xin Hao ◽  
Hong Yang ◽  
De‐Yi Zhang

2020 ◽  
Vol 220 ◽  
pp. 110994
Author(s):  
Jianwei Zhang ◽  
Xiangyu Li ◽  
Wanlin Cao ◽  
Cheng Yu

2019 ◽  
Vol 198 ◽  
pp. 109508 ◽  
Author(s):  
Xiangyong Ni ◽  
Shuangyin Cao ◽  
Shuai Liang ◽  
Yizhu Li ◽  
Yang Liu

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