TEMPERATURE STRESS EFFECT AND DYNAMIC ANALYSIS OF A LARGE SPAN TRANSPORT CORRIDOR

Dong Liting; Wang Yan; Zhang Dong

doi:10.13204/j.gyjz201309024

Volume 43 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(9): 124-128

Gao Qun Yu Weigen Li Jiaqing Xiao Fei Wei Fangfang, . EXPERIMENTAL STUDY OF SEISMIC PERFORMANCES FOR POST-ANCHORED BEAM-COLUMN JOINTS IN REINFORCED CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 183-190. doi: 10.13204/j.gyjz201510034

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Dong Liting, Wang Yan, Zhang Dong. TEMPERATURE STRESS EFFECT AND DYNAMIC ANALYSIS OF A LARGE SPAN TRANSPORT CORRIDOR[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 124-128. doi: 10.13204/j.gyjz201309024

Citation:

Dong Liting, Wang Yan, Zhang Dong. TEMPERATURE STRESS EFFECT AND DYNAMIC ANALYSIS OF A LARGE SPAN TRANSPORT CORRIDOR[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 124-128. doi: 10.13204/j.gyjz201309024

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TEMPERATURE STRESS EFFECT AND DYNAMIC ANALYSIS OF A LARGE SPAN TRANSPORT CORRIDOR

doi: 10.13204/j.gyjz201309024

1.
Qingdao Technological University,Qingdao 266033,China

Received Date: 2013-04-20
Publish Date: 2013-09-20

Abstract

Abstract

A 41.5m span steel transport corridor for feeding system between B1 － B2 transfer stations in PTKE GroupCo． was studied in this paper，especially temperature and bearer forms effects on the corridor were given，the modalshapes and dynamic response of the corridor were calculated． The results show that for a large span steel transportcorridor with one end fixed and one end sliding rubber bearer can reduce the adverse effects of temperature stress onmember internal forces，the short bracing arranged in cross-sections can greatly improve the overall stiffness andreduce lateral deformation of the corridor．
- steel construction,
- large span corridor,
- slide rubber bearer,
- temperature stress,
- dynamic characteristics

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References(10)

References

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