BEHAVIOUR OF HOLLOW STEEL TUBES IN CONCRETE FILLED STEEL TUBULAR FRAME STRUCTURES DURING CONSTRUCTION

Yu Qing; Sun Guohui; Tao Zhong

doi:10.13204/j.gyjz200904008

Volume 39 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(4): 33-36

Yu Qing, Sun Guohui, Tao Zhong. BEHAVIOUR OF HOLLOW STEEL TUBES IN CONCRETE FILLED STEEL TUBULAR FRAME STRUCTURES DURING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 33-36. doi: 10.13204/j.gyjz200904008

Citation:

Yu Qing, Sun Guohui, Tao Zhong. BEHAVIOUR OF HOLLOW STEEL TUBES IN CONCRETE FILLED STEEL TUBULAR FRAME STRUCTURES DURING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 33-36. doi: 10.13204/j.gyjz200904008

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BEHAVIOUR OF HOLLOW STEEL TUBES IN CONCRETE FILLED STEEL TUBULAR FRAME STRUCTURES DURING CONSTRUCTION

doi: 10.13204/j.gyjz200904008

1.
1. Department of Construction Management,Tsinghua University,Beijing 100084,China;
2.
2. College of Civil Engineering,Fuzhou University,Fuzhou 350108,China

Received Date: 2009-01-05
Publish Date: 2009-04-20

Abstract

Abstract

Based on the method of construction safety analysis on hollow steel tube of concrete filled steel tubular(CFST) frame structures previously presented by reference[1],a finite element analysis(FEA) modeling was introduced and performed for hollow steel tubes in a 12-storey CFST frame structure under construction loads.The stress and deformation of the steel tubes were analyzed by using the FEA modelling.Finally,the influence of different construction schemes of the CFST frame structure was discussed primarily.
- concrete filled steel tube,
- hollow steel tube,
- finite element model,
- construction

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References

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