Experimental study on the seismic behavior of RC shear walls after freeze-thaw damage

2020 ◽  
Vol 206 ◽  
pp. 110101 ◽  
Author(s):  
Xian-Liang Rong ◽  
Shan-Suo Zheng ◽  
Yi-Xin Zhang ◽  
Xiao-Yu Zhang ◽  
Li-Guo Dong
2016 ◽  
Vol 124 ◽  
pp. 49-63 ◽  
Author(s):  
Wei Yang ◽  
Shan-Suo Zheng ◽  
De-Yi Zhang ◽  
Long-Fei Sun ◽  
Chuan-Lei Gan

2022 ◽  
Vol 251 ◽  
pp. 113552
Author(s):  
Yu Shi ◽  
Zeqiao Luo ◽  
Yunpeng Xu ◽  
Yuxuan Zou ◽  
Lei Xu ◽  
...  

2019 ◽  
Author(s):  
Hossein Alimohammadi ◽  
Mostafa Dalvi Esfahani ◽  
Mohammadali Lotfollahi Yaghin

In this study, the seismic behavior of the concrete shear wall considering the opening with different shapes and constant cross-section has been studied, and for this purpose, several shear walls are placed under the increasingly non-linear static analysis (Pushover). These case studies modeled in 3D Abaqus Software, and the results of the ductility coefficient, hardness, energy absorption, added resistance, the final shape, and the final resistance are compared to shear walls without opening.


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