FINITE ELEMENT ANALYSIS OF PERFORMANCE OF MULTI-RIBBED COMPOSITE WALL SUBJECTED TO VERTICAL LOAD

Wang Aimin; Wu Minzhe; Yao Qianfeng

doi:10.13204/j.gyjz200611016

Volume 36 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(11): 62-66

Wang Aimin, Wu Minzhe, Yao Qianfeng. FINITE ELEMENT ANALYSIS OF PERFORMANCE OF MULTI-RIBBED COMPOSITE WALL SUBJECTED TO VERTICAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 62-66. doi: 10.13204/j.gyjz200611016

Citation:

Wang Aimin, Wu Minzhe, Yao Qianfeng. FINITE ELEMENT ANALYSIS OF PERFORMANCE OF MULTI-RIBBED COMPOSITE WALL SUBJECTED TO VERTICAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 62-66. doi: 10.13204/j.gyjz200611016

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FINITE ELEMENT ANALYSIS OF PERFORMANCE OF MULTI-RIBBED COMPOSITE WALL SUBJECTED TO VERTICAL LOAD

doi: 10.13204/j.gyjz200611016

1.
School of Civil Eng.,Xi'an Univ.of Arch.&Tech. Xi'an 710055

Received Date: 2006-01-13
Publish Date: 2006-11-20

Abstract

Abstract

Utilizing finite element method,it is made the performance analysis of contribution of in-filled block in composite wall to anti-compression,distribution feature and law of axial force under vertical load.Using cross-section shape and size of frame column and ribbed-column,arrangement of ribbed-column and height of blind beam as parameters,the influencing factors of distribution coefficient of axial force are discussed and its calculation value is given,it provides a basis for calculating axial force of frame column and ribbed-column.
- composite wall,
- vertical load,
- distribution coefficient

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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:[博士学位论文].西安:西安建筑科技大学,2004

姚谦峰.密肋壁板轻框结构节能住宅体系研究.工业建筑,2003,33(1):1-5

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