Seismic behavior of precast double‐face superposed shear walls with horizontal joints and lap spliced vertical reinforcement

2020 ◽  
Vol 21 (5) ◽  
pp. 1973-1988
Author(s):  
Qian Gu ◽  
Ge Dong ◽  
Yang Ke ◽  
Shui Tian ◽  
Siqing Wen ◽  
...  
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.


2017 ◽  
Vol 15 (5) ◽  
pp. 775-789 ◽  
Author(s):  
Abazar Asghari ◽  
Behnam Azimi Zarnagh
Keyword(s):  

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.


2015 ◽  
Vol 14 (1) ◽  
pp. 125-139 ◽  
Author(s):  
Hongying Dong ◽  
Wanlin Cao ◽  
Haipeng Wu ◽  
Qiyun Qiao ◽  
Chuanpeng Yu

2018 ◽  
Vol 167 ◽  
pp. 13-25 ◽  
Author(s):  
Yao-Rong Dong ◽  
Zhao-Dong Xu ◽  
Ke Zeng ◽  
Yu Cheng ◽  
Chao Xu

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