FEM ANALYSIS OF TEMPERATURE EFFECT OF THE C-SHAPED STRUCTURE

Xu Qingkui; Jia Jie; Jin Laijian; Qin Daoyi

doi:10.13204/j.gyjz201410017

Volume 44 Issue 10

Jan. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2014 > 44(10): 82-85

Yao Qianfeng, Lu Junlong, Zhang Yin. RESEARCH ON SEISMIC REINFORCEMENT METHODS FOR MASONRY PAGODAS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 115-118. doi: 10.13204/j.gyjz200709027

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Xu Qingkui, Jia Jie, Jin Laijian, Qin Daoyi. FEM ANALYSIS OF TEMPERATURE EFFECT OF THE C-SHAPED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 82-85. doi: 10.13204/j.gyjz201410017

Yao Qianfeng, Lu Junlong, Zhang Yin. RESEARCH ON SEISMIC REINFORCEMENT METHODS FOR MASONRY PAGODAS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 115-118. doi: 10.13204/j.gyjz200709027

Citation:

Xu Qingkui, Jia Jie, Jin Laijian, Qin Daoyi. FEM ANALYSIS OF TEMPERATURE EFFECT OF THE C-SHAPED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 82-85. doi: 10.13204/j.gyjz201410017

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FEM ANALYSIS OF TEMPERATURE EFFECT OF THE C-SHAPED STRUCTURE

doi: 10.13204/j.gyjz201410017

Publish Date: 2014-10-30

Abstract

Abstract

The temperature effect of large-scale concrete wind tunnel system is so obvious that the design of the bearing and shear wall is very difficult． It was analysed the unequal“C”-shaped complex wind tunnel structure and the layout of the bearings under the load of the temperature with finite element method． According to the bearings’ three different forms of connections，it was compared three different support programs． Through comparison of the fixed-side shear walls and the bearings’shear，as well as comparison of key part of the structure’s displacement to determine the optimal program． Analysis of the wind tunnel shell plate elements’thermal stress distribution of the temperature load was carried out，when the structural arrangement was done in the use of the best programs．
- “C”-shaped complex structure system,
- temperature effect,
- distribution of stress

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