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

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(4): 66-70

Zhao Yana, Yu Zhixiang, Zhao Shichun. STUDY ON MECHANICAL PROPERTIES OF LARGE STEEL UNDERPINNING TRUSS-STCC JOINT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 90-94. doi: 10.13204/j.gyjz201110022

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

Zhao Yana, Yu Zhixiang, Zhao Shichun. STUDY ON MECHANICAL PROPERTIES OF LARGE STEEL UNDERPINNING TRUSS-STCC JOINT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 90-94. doi: 10.13204/j.gyjz201110022

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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

[2] 杨玉东. T 形截面型钢混凝土短肢剪力墙抗震性能试验研究[D].西安:西安建筑科技大学,2007.

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.

[4] 张品乐,李青宁. L 形截面短肢剪力墙抗震性能的模型试验研究[J].地震工程与工程震动,2010,30(4):51-56.

[5] GB 50010-2010混凝土结构设计规范[S].

[6] 周云,刘自力,刘丰,等.一字形短肢剪力墙的震性能的模型试验研究[J].建筑结构学报,2008,29(4):81-88.

[7] 李晓蕾,李青宁,张品乐.短肢剪力墙墙肢轴压比限值研究[J].工业建筑,2011,41(3):73-76.

[8] 孙涛. T 形型钢短肢剪力墙低周反复荷载试验研究[D].西安:西安建筑科技大学,2010.

[9] 苗亚洲,陈宗平.型钢高强混凝土短肢剪力墙低周抗震性能试验研究[J].建筑结构,2010,40(8):99-102.

[10] 韩林海.钢管混凝土结构[M].北京:科学出版社,2000:101-118.

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