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

Abstract:

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.

• Periodical: Applied Mechanics and Materials (Volumes 353-356)
• Pages: 1990-1999
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.353-356.1990
• Online since: August 2013
• Authors: Yi Sheng Su, Er Cong Meng, Zu Lin Xiao, Yun Dong Pi, Yi Bin Yang
• Keywords: Concrete Strength, Numerical Simulation, Seismic Behavior, Short-Pier Shear Walls

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