FINITE ELEMENT ANALYSIS OF DISPLACEMENT OF COMPLEX WALL CLADDING IN HORIZONTAL LOAD

Li Jiuyang; Wang Ying; Liu Na

doi:10.13204/j.gyjz201012022

Volume 40 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(12): 87-89,122

Qiang Yue, He Jian, He Yunxiang, Ge Xinguang, Li Chuangdi, Wu Hengbin. OPTIMAL DESIGN OF WIND-INDUCED VIBRATION STRUCTRURE WITH TMD DEVICES BASED ON IMPROVED GENETIC ALGORITHM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 84-87. doi: 10.13204/j.gyjz201105019

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Li Jiuyang, Wang Ying, Liu Na. FINITE ELEMENT ANALYSIS OF DISPLACEMENT OF COMPLEX WALL CLADDING IN HORIZONTAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 87-89,122. doi: 10.13204/j.gyjz201012022

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FINITE ELEMENT ANALYSIS OF DISPLACEMENT OF COMPLEX WALL CLADDING IN HORIZONTAL LOAD

doi: 10.13204/j.gyjz201012022

1.
Civil Engineering College of Changchun Engineering University,Changchun 130012,China

Received Date: 2010-06-20
Publish Date: 2010-12-20

Abstract

Abstract

Utilizing finite element program,this article analyze displacements of complex wall cladding in horizontal load,discusses the influence of thickness of structural layer,horizontal truss,vertical truss and steel net,it has been found by analysis that the main influence factor of wall cladding stiffness is thickness of structural layer,second factor is horizontal truss,other factors have less influence,it provides a theoretic basis for development of new type of complex wall cladding.
- complex wall cladding,
- horizontal load,
- truss,
- displacement

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References(2)

References

[2] 黄炜.密肋复合墙体抗震性能及设计理论研究[D].西安:西安建筑科技大学,2004.

王爱民,吴敏哲,姚谦峰.密肋复合墙体在竖向荷载作用下受力性能有限元分析[J].工业建筑,2006,36(11):62-66.

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