ULTIMATE BEARING CAPACITY ANALYSIS OF RETICULATED SHELL OF DRY COAL SHED AND ITS RATIONAL DESIGN

Yan Hui; Chen Wuzhen; Xiao Zhibin

doi:10.13204/j.gyjz200402015

Volume 34 Issue 2

Dec. 2014

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Yan Hui, Chen Wuzhen, Xiao Zhibin. ULTIMATE BEARING CAPACITY ANALYSIS OF RETICULATED SHELL OF DRY COAL SHED AND ITS RATIONAL DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 50-52. doi: 10.13204/j.gyjz200402015

Citation:

Yan Hui, Chen Wuzhen, Xiao Zhibin. ULTIMATE BEARING CAPACITY ANALYSIS OF RETICULATED SHELL OF DRY COAL SHED AND ITS RATIONAL DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 50-52. doi: 10.13204/j.gyjz200402015

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ULTIMATE BEARING CAPACITY ANALYSIS OF RETICULATED SHELL OF DRY COAL SHED AND ITS RATIONAL DESIGN

doi: 10.13204/j.gyjz200402015

1.
College of Civil Engineering and Architecture,Zhejiang University Hangzhou 310027

Received Date: 2003-09-20
Publish Date: 2004-02-20

Abstract

Abstract

This paper performs the ultimate bearing capacity analysis on a reticulated shell of dry coal shed that has some local damages to check the ultimate bearing capacity of the damaged reticulated shell with short term load, and gets the ultimate failure form that can still hold the short term load. The result indicates that safety factor of the reticulated shell structure is rather high and that the reticulated shell structure is a kind of rational space structure. Furthermore some advices to improve the design of the reticulated shell structure are put forward and can be helpful to designer.
- dry coal shed,
- reticulated shell,
- ultimate bearing capacity,
- ultimate failure form

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References

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严慧, 刘中华.质量事故教训.见:第十届空间结构学术会议论文集.北京:2002.857～863

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