ANALYSIS OF THE SUPPORT JOINT OF A CONCRETE FILLED STEEL PIPE TRANSFER TRUSS

Wang Hailong; Luo Youxin; Li Xiaorun; Chen Shuirong; Wu Changdong; Luo Xinglong

doi:10.13204/j.gyjz201212024

Volume 42 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(12): 113-115,142

Wang Hailong, Luo Youxin, Li Xiaorun, Chen Shuirong, Wu Changdong, Luo Xinglong. ANALYSIS OF THE SUPPORT JOINT OF A CONCRETE FILLED STEEL PIPE TRANSFER TRUSS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 113-115,142. doi: 10.13204/j.gyjz201212024

Citation:

Wang Hailong, Luo Youxin, Li Xiaorun, Chen Shuirong, Wu Changdong, Luo Xinglong. ANALYSIS OF THE SUPPORT JOINT OF A CONCRETE FILLED STEEL PIPE TRANSFER TRUSS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 113-115,142. doi: 10.13204/j.gyjz201212024

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ANALYSIS OF THE SUPPORT JOINT OF A CONCRETE FILLED STEEL PIPE TRANSFER TRUSS

doi: 10.13204/j.gyjz201212024

1.
1. Central Research Institute of Building and Construction Co.Ltd,MCC,Beijing 100088,China;
2.
2. Shanghai Baoye Group Corp.Ltd,Shanghai 201948,China

Received Date: 2012-05-20
Publish Date: 2012-12-20

Abstract

Abstract

The joint of concrete filled steel pipe transition truss support is the key joint of a structure,and the stress state is complex.Combined with the example of Central Bank Building of Kuwait,the capacity of this joint to the shear wall was analysed with the finite element analysis software ANSYS,considering the material nonlinearity,the complex stress characteristics were explored,it puts forward the design scheme of the connection joint between the transfer truss,concrete shear wall and the concrete filled steel tube columns,which provided a reference for the staff to design such joints.
- concrete filled steel pipe,
- transfer truss,
- finit element analysis

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References(5)

References

[2] 徐鹤山.ANSYS在建筑工程中的应用[M].北京:机械工业出版社,2005.

ANSI/AISC360-05.Specification for Structural Steel Buildings[S].2005.

[3] YB90822006钢骨混凝土结构设计规程[S].

[4] 韩林海.钢管混凝土结构[M].北京:科学技术出版社,2000.

[5] 蔡绍怀.我国钢管混凝土结构技术的最新进展[J].土木工程学报,1999(4):16-26.

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