THE EFFECTS CAUSED BY THE SEASONAL DESCENDING TEMPERATURE ACTION ON SUPER-LONG TALL BUILDINGS

Chen Huai; Li Tian; Zhao Juan

doi:10.13204/j.gyjz200604014

Volume 36 Issue 4

Dec. 2014

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Chen Huai, Li Tian, Zhao Juan. THE EFFECTS CAUSED BY THE SEASONAL DESCENDING TEMPERATURE ACTION ON SUPER-LONG TALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 46-49. doi: 10.13204/j.gyjz200604014

Citation:

Chen Huai, Li Tian, Zhao Juan. THE EFFECTS CAUSED BY THE SEASONAL DESCENDING TEMPERATURE ACTION ON SUPER-LONG TALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 46-49. doi: 10.13204/j.gyjz200604014

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THE EFFECTS CAUSED BY THE SEASONAL DESCENDING TEMPERATURE ACTION ON SUPER-LONG TALL BUILDINGS

doi: 10.13204/j.gyjz200604014

1.
1. School of Civil Engineering,Zhengzhou University Zhengzhou 450002;
2.
2. School of Civil Engineering,Harbin Institute of Technology Harbin 150090

Received Date: 2005-11-26
Publish Date: 2006-04-20

Abstract

Abstract

The temperature effects of a super-long building under the seasonal descending temperature action are studied.Having selected the Second Long-Distance Telecom Hinge in Zhengzhou as the calculating example,the finite element method is used for calculation and analysis to the whole structural temperature effects.The characteristics of the whole structural deformation,the scope and the distribution of the internal force or stress of each kind components under such a seasonal descending temperature case have been provided.It has been demonstrated that the seasonal descending action is a kind of more disadvantageous temperature load.These results offer some references for engineers and designers to take the temperature action into reasonable structural disposal.
- seasonal descending action,
- super-long tall building,
- temperature effect