GLOBAL STABILITY ANALYSIS ON SINGLE-LAYER RETICULATED CYLINDRICAL SHELLS OF CHENGDU AIRPORT TERMINALS

Zhao Xianzhong; Jiang Xiaoying; Zhao Zhaoyi

doi:10.13204/j.gyjz200407017

Volume 34 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(7): 61-63

Zhao Xianzhong, Jiang Xiaoying, Zhao Zhaoyi. GLOBAL STABILITY ANALYSIS ON SINGLE-LAYER RETICULATED CYLINDRICAL SHELLS OF CHENGDU AIRPORT TERMINALS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 61-63. doi: 10.13204/j.gyjz200407017

Citation:

Zhao Xianzhong, Jiang Xiaoying, Zhao Zhaoyi. GLOBAL STABILITY ANALYSIS ON SINGLE-LAYER RETICULATED CYLINDRICAL SHELLS OF CHENGDU AIRPORT TERMINALS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 61-63. doi: 10.13204/j.gyjz200407017

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GLOBAL STABILITY ANALYSIS ON SINGLE-LAYER RETICULATED CYLINDRICAL SHELLS OF CHENGDU AIRPORT TERMINALS

doi: 10.13204/j.gyjz200407017

1.
1. College of Civil Engineering,Tongji University Shanghai 200092;
2.
2. China Southwest Architectural Design &Research Institute Chengdu 610081

Received Date: 2004-04-20
Publish Date: 2004-07-20

Abstract

Abstract

In this paper, the instability paths of two typical structural systems of Chengdu airport terminals, composed of single-layer reticulated cylindrical shell and supporting system, were investigated by non-linear analysis program based on Beam-Column theory, considering the vertical symmetric load combination, vertical asymmetric load combination and wind load combination.The results indicate that, compared with the single-layer reticulated cylindrical shell, both the ultimate load bearing capacity and the sensitivity of geometric imperfection of the whole structural system will decrease.
- single-layer reticulated cylindrical shell,
- global stability,
- sensitivity of imperfection

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References(4)

References

[2] 陈以一,王伟,赵宪忠,等.圆钢管相贯节点抗弯刚度和承载力实验.建筑结构学报,2001(6)

沈世钊,陈昕.网壳结构稳定性.北京:科学出版社,1999

[3] Meek J L,Loganathan S.Large Displacement Analysis of Space Frame Structures.Computer Methods in Applied Mechanics and Engineering,1989.57～75

[4] 李元齐.大跨度拱支网壳结构的稳定性研究:[博士学位论文].上海:同济大学,1998

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