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

2021 ◽  
Author(s):  
Zhang Pinle ◽  
Liu Junxiong ◽  
Zhang Gan
Keyword(s):  
Reinforced Concrete ◽  
Cyclic Loading ◽  
Seismic Behavior ◽  
Shear Walls ◽  
High Strength

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.

Seismic behavior of reinforced concrete squat walls with high strength reinforcements: An experimental study

2019 ◽  
Vol 20 (3) ◽  
pp. 911-931 ◽  
Author(s):  
Xiao‐Lei Chen ◽  
Jian‐Ping Fu ◽  
Xin Hao ◽  
Hong Yang ◽  
De‐Yi Zhang
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Seismic Behavior ◽  
High Strength ◽  
Squat Walls
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