EXPERIMENTAL RESEARCH ON STEEL ROOF MAIN TRUSS OF NEW TERMINAL BUILDING IN CHONGQING JIANGBEI AIRPORT

Chen Yiyi; Tian Hai; Chen Yangji

doi:10.13204/j.gyjz200412007

Volume 34 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(12): 27-31

Tong Genshu, Jin Jian. RESIDUAL STIFFNESS ASSURING STABILITY OF REAL STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 1-7,53. doi: 10.13204/j.gyjz201304001

Citation:

Chen Yiyi, Tian Hai, Chen Yangji. EXPERIMENTAL RESEARCH ON STEEL ROOF MAIN TRUSS OF NEW TERMINAL BUILDING IN CHONGQING JIANGBEI AIRPORT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 27-31. doi: 10.13204/j.gyjz200412007

Tong Genshu, Jin Jian. RESIDUAL STIFFNESS ASSURING STABILITY OF REAL STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 1-7,53. doi: 10.13204/j.gyjz201304001

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EXPERIMENTAL RESEARCH ON STEEL ROOF MAIN TRUSS OF NEW TERMINAL BUILDING IN CHONGQING JIANGBEI AIRPORT

doi: 10.13204/j.gyjz200412007

1.
Department of Building Engineering,Tongji UniversityShanghai 200092

Received Date: 2004-06-20
Publish Date: 2004-12-20

Abstract

Abstract

The experimental research on the model of steel t russ with rectangular tube members for new terminal building of Chongqing Jiangb ei Airport is reported. The main truss and the lateral braces were simulated in the test. The results of linear finite element analysis match the experimental r esults well both in interior forces and deformations. It is also shown that the designed truss can meet the demands of capacities and stiffness. The further non linear analysis shows that lateral braces have obvious effects on bearing capaci ty of the main truss.
- steel structure,
- rectangular tube truss,
- model test,
- stability,
- brace effect

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References(1)

References

陈绍蕃.钢结构设计原理.北京:科学出版社,1998

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