NONLINEAR ANALYSIS OF THE T-SHAPED SHORT－LIMBED SHEAR WALL

Wu Minzhe; Yang Yudong; Ai Bing

doi:10.13204/j.gyjz201004014

Volume 40 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(4): 60-64

Zheng Yun, Ye Lieping, Yue Qingrui. FRACTURE MECHANICS ANALYSIS OF STEEL STRUCTURES WITH FATIGUE DAMAGES STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 79-82. doi: 10.13204/j.gyjz200510024

Citation:

Wu Minzhe, Yang Yudong, Ai Bing. NONLINEAR ANALYSIS OF THE T-SHAPED SHORT－LIMBED SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 60-64. doi: 10.13204/j.gyjz201004014

Citation:

Wu Minzhe, Yang Yudong, Ai Bing. NONLINEAR ANALYSIS OF THE T-SHAPED SHORT－LIMBED SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 60-64. doi: 10.13204/j.gyjz201004014

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NONLINEAR ANALYSIS OF THE T-SHAPED SHORT－LIMBED SHEAR WALL

doi: 10.13204/j.gyjz201004014

1.
1. School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China;
2.
2. School of Mechanics and Civil Engineering,Northwest Polytechnic University,Xi’an 710072,China

Received Date: 2009-12-24
Publish Date: 2010-04-20

Abstract

Abstract

Four specimens of the T-shaped short-limbed shear wall were tested under low-frequency cyclic?lateral loading. The mechanical properties and failure modes of the T-shaped wall were analyzed based?on the experimental study. Nonlinear finite element analysis was carried out on T-shaped short-limbed shear wall through the finite element calculation software ANSYS. The calculated top force-displacement curves agree well with that of experiments,which indicate that the nonlinear FEA model is reasonable. The results show that?axial compression ratio and the reinforcement ratio of the web have remarkable effect on the short-limbed shear wall 's mechanical properties.Some researches are provided as a reference for the future design.
- short-limbed shear wall,
- nonlinear analysis,
- axial compression ratio

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References(10)

References

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