scholarly journals Experimental study on seismic behavior of reinforced concrete shear walls with low shear span ratio

2021 ◽  
pp. 103602
Author(s):  
Feng Wei ◽  
Honghua Chen ◽  
Yuejun Xie
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Seismic Behavior ◽  
Shear Walls ◽  
Shear Span ◽  
Low Shear

Experimental Study of Shear-Critical Reinforced-Concrete Shear Walls under Tension-Bending Shear-Combined Cyclic Load

2020 ◽  
Vol 146 (5) ◽  
pp. 04020047
Author(s):  
Xin Nie ◽  
Jia-Ji Wang ◽  
Mu-Xuan Tao ◽  
Jian-Sheng Fan ◽  
Y. L. Mo ◽  
...  
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Cyclic Load ◽  
Shear Walls

Seismic behaviors of squat reinforced concrete shear walls under freeze-thaw cycles: A pilot experimental study

2016 ◽  
Vol 124 ◽  
pp. 49-63 ◽  
Author(s):  
Wei Yang ◽  
Shan-Suo Zheng ◽  
De-Yi Zhang ◽  
Long-Fei Sun ◽  
Chuan-Lei Gan
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Shear Walls ◽  
Freeze Thaw ◽  
Seismic Behaviors

Study on Seismic Behavior of the L-Shape Steel Reinforced Concrete Short-Pier Shear Wall with Different Concrete Strength

2013 ◽  
Vol 353-356 ◽  
pp. 1990-1999
Author(s):  
Yi Sheng Su ◽  
Er Cong Meng ◽  
Zu Lin Xiao ◽  
Yun Dong Pi ◽  
Yi Bin Yang
Keyword(s):  
Numerical Simulation ◽  
Reinforced Concrete ◽  
Seismic Performance ◽  
Seismic Behavior ◽  
Concrete Strength ◽  
Shear Walls ◽  
Shear Wall ◽  
Simulation Software ◽  
Steel Reinforced Concrete ◽  
Shrinkage Effect

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.

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