NONLINEAR MECHANICAL PROPERTIES ANALYSIS AND IMPROVEMENT OF SHORT PIER SHEAR WALL WITH IRREGULAR SECTION

Zhang Pinle; Pan Wen; Tao Zhong

doi:10.13204/j.gyjz201304014

Volume 43 Issue 4

Dec. 2014

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Abstract

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Zhang Pinle, Pan Wen, Tao Zhong. NONLINEAR MECHANICAL PROPERTIES ANALYSIS AND IMPROVEMENT OF SHORT PIER SHEAR WALL WITH IRREGULAR SECTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 66-70. doi: 10.13204/j.gyjz201304014

Citation:

Zhang Pinle, Pan Wen, Tao Zhong. NONLINEAR MECHANICAL PROPERTIES ANALYSIS AND IMPROVEMENT OF SHORT PIER SHEAR WALL WITH IRREGULAR SECTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 66-70. doi: 10.13204/j.gyjz201304014

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NONLINEAR MECHANICAL PROPERTIES ANALYSIS AND IMPROVEMENT OF SHORT PIER SHEAR WALL WITH IRREGULAR SECTION

doi: 10.13204/j.gyjz201304014

1.
Department of Civil Engineering,Kunming University of Science and Technology,Kunming 650500,China?

Received Date: 2012-04-19
Publish Date: 2013-04-20

Abstract

Abstract

Cyclic loading test of six T-shaped and six L-shaped short pier shear wall specimens were conducted to investigate the fundamental mechanical properties and failure mode.Nonlinear mechanical properties of specimens were analyzed by software ANSYS.Finite element model was reasonably proved by the satisfactory agreement between analytical and test results.The effect of parameter variation on mechanical properties of specimens was investigated by changing parameter.Nonlinear finite element analysis showed that seismic performance of short pier shear wall was greatly improved by adding steel tubes in the confined boundary elements.
- short pier shear wall,
- finite element analysis,
- experimental research,
- performance improvement ?

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References(10)

References

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李青宁,李晓蕾.钢筋混凝土短肢剪力墙抗震性能试验研究[J].建筑结构学报,2011,32(4):53-63.

[3] 张品乐,李青宁.短肢剪力墙抗震性能试验[J].建筑结构,2010,40(12):98-100.

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