PRIMARY RESEARCH ON CALCULATIONS FOR BEARING CAPACITY OF CONCRETE FILLED HIGH STRENGTH STEEL TUBULAR MEMBERS

Yao Guohuang; Han Linhai

doi:10.13204/j.gyjz200702024

Volume 37 Issue 2

Dec. 2014

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Wang Sufang, Chen Yiyi. STIFFNESS COEFFICIENT METHOD TO CALCULATE THE INITIAL STIFFNESS OF END-PLATE JOINT IN SLENDER STEEL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 126-131. doi: 10.13204/j.gyjz201010028

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Yao Guohuang, Han Linhai. PRIMARY RESEARCH ON CALCULATIONS FOR BEARING CAPACITY OF CONCRETE FILLED HIGH STRENGTH STEEL TUBULAR MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 96-99,88. doi: 10.13204/j.gyjz200702024

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PRIMARY RESEARCH ON CALCULATIONS FOR BEARING CAPACITY OF CONCRETE FILLED HIGH STRENGTH STEEL TUBULAR MEMBERS

doi: 10.13204/j.gyjz200702024

Yao Guohuang¹,
Han Linhai²

1.
1 China Construction (Shenzhen) Design International Shenzhen 518033;
2.
2 Department of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2006-08-25
Publish Date: 2007-02-20

Abstract

Abstract

The research results of concrete filled high strength steel tubular members are summarized, then numerical method is applied in the analyses of load-deformation relations curves of concrete filled high strength steel tubes beam-columns, and calculated results agree well with tested results. Finally, a comparison is made to understand applicability of different codes including DL/T 5085-1999, GJB 4142-2000(2001), AIJ(1997), EC4(1994), AISC-LRFD(1999), and DBJ 13-51-2003(2003) for calculating bearing capacity of concrete filled high strength steel tubes beam-columns.
- concrete filled steel tubes,
- high strength steel,
- beam -columns,
- bearing capacity

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References(22)

References

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