DESIGN FOR SINGLE-LAYER PLANE CABLE MESH STRUCTURE OF POINT-SUPPORTED GLASS CURTAIN WALL

Huang Lifeng; Feng Jian

doi:10.13204/j.gyjz200805025

Volume 38 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(5): 104-108

Huang Lifeng, Feng Jian. DESIGN FOR SINGLE-LAYER PLANE CABLE MESH STRUCTURE OF POINT-SUPPORTED GLASS CURTAIN WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 104-108. doi: 10.13204/j.gyjz200805025

Citation:

Huang Lifeng, Feng Jian. DESIGN FOR SINGLE-LAYER PLANE CABLE MESH STRUCTURE OF POINT-SUPPORTED GLASS CURTAIN WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 104-108. doi: 10.13204/j.gyjz200805025

Huang Lifeng, Feng Jian. DESIGN FOR SINGLE-LAYER PLANE CABLE MESH STRUCTURE OF POINT-SUPPORTED GLASS CURTAIN WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 104-108. doi: 10.13204/j.gyjz200805025

Citation:

Huang Lifeng, Feng Jian. DESIGN FOR SINGLE-LAYER PLANE CABLE MESH STRUCTURE OF POINT-SUPPORTED GLASS CURTAIN WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 104-108. doi: 10.13204/j.gyjz200805025

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DESIGN FOR SINGLE-LAYER PLANE CABLE MESH STRUCTURE OF POINT-SUPPORTED GLASS CURTAIN WALL

doi: 10.13204/j.gyjz200805025

1.
College of Civil Engineering,Southeast University,Nanjing 210096

Received Date: 2007-10-20
Publish Date: 2008-05-20

Abstract

Abstract

Singer-layer plane cable net structure has been widely used in supporting structure of poin-t supported glass curtain wall. Based on tangent stiffness characteristic of curtain wall cable and the finite element analysis, it is discussed that the effects of the factors including section area, pre-stressed, difference in temperature and deflection control on the performance of singer-layer plane cable net structure.
- singer-layer plane cable net structure,
- pre-stress,
- poin-t supported glass curtain wall,
- tangent stiffness

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References(10)

References

沈世钊, 徐崇宝. 悬索结构设计. 北京: 中国建筑工业出版社,2006: 89-89

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[4] CECS 127-2001 点支玻璃幕墙工程技术规程

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