SIMPLIFIED CALCULATION MODEL UNDER MONOTONE VERTICAL LOADING OF THE NEW MULTI-WALL

Zhou Tiegang; Huang Wei; Yao Qianfeng; Tian Yingxia

doi:10.13204/j.gyjz200508014

Volume 35 Issue 8

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(8): 56-59

Zhou Tiegang, Huang Wei, Yao Qianfeng, Tian Yingxia. SIMPLIFIED CALCULATION MODEL UNDER MONOTONE VERTICAL LOADING OF THE NEW MULTI-WALL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 56-59. doi: 10.13204/j.gyjz200508014

Citation:

Zhou Tiegang, Huang Wei, Yao Qianfeng, Tian Yingxia. SIMPLIFIED CALCULATION MODEL UNDER MONOTONE VERTICAL LOADING OF THE NEW MULTI-WALL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 56-59. doi: 10.13204/j.gyjz200508014

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SIMPLIFIED CALCULATION MODEL UNDER MONOTONE VERTICAL LOADING OF THE NEW MULTI-WALL

doi: 10.13204/j.gyjz200508014

1.
Institute of Civil Engineering,Xi'an University of Architecture &Technology Xi'an 710055

Received Date: 2005-03-23
Publish Date: 2005-08-20

Abstract

Abstract

Multi -ribbed composite wall is the main bearing member of a multi -ribbed slab structure.Based on the tests of multi -rib slab wall under monotone vertical loading and finite element analysis,the mechanical properties and simplified calculation model of multi -rib slab wall are discussed,and the bearing capacity formula under axial press of multi -rib slab wall is presented.
- multi -ribbed composite wall,
- simplified calculation model

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References(2)

References

[2] 朱伯芳.有限单元法原理与应用.北京:中国水利水电出版社,1998

黄炜,密肋复合墙体抗震性能及设计理论研究:[博士学位沦文].西安:西安建筑科技大学,2004:16～17;

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