RESEARCH ON BRACE-FRAME JOINTS OF HIGH-RISE STEEL STRUCTURES

Meng Xian-de; Long Ping; Zhang Xin; Hu Xin-wei; Zhao Xu-qian

doi:10.13204/j.gyjz201210028

Volume 42 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(10): 137-141

Meng Xian-de, Long Ping, Zhang Xin, Hu Xin-wei, Zhao Xu-qian. RESEARCH ON BRACE-FRAME JOINTS OF HIGH-RISE STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 137-141. doi: 10.13204/j.gyjz201210028

Citation:

Meng Xian-de, Long Ping, Zhang Xin, Hu Xin-wei, Zhao Xu-qian. RESEARCH ON BRACE-FRAME JOINTS OF HIGH-RISE STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 137-141. doi: 10.13204/j.gyjz201210028

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RESEARCH ON BRACE-FRAME JOINTS OF HIGH-RISE STEEL STRUCTURES

doi: 10.13204/j.gyjz201210028

1.
CCDI,Shanghai 200235,China

Received Date: 2012-08-20
Publish Date: 2012-10-20

Abstract

Abstract

One typical brace-frame joint usually used in the high-rise steel structures was researched by the mechanics analysis and numerical analysis method in the paper.Based on the mechanics analysis,the defect of bearing capacity was discussed.Finite element analyses were conducted on 27 joints of various parameters influencing joints behavior,such as section width-to-height ratio,flange width-to-thickness ratio,and web depth-to-thickness ratio.Based on the result of the numerical analysis,the defect was verified.Finally an improvement measure was given．
- high-rise structure,
- steel frame,
- brace,
- joint,
- numerical analysis

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References(6)

References

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刘其祥.多高层房屋钢结构梁柱刚性节点的设计建议[J].建筑结构，2003，33(9): 3-7.

[3] 01SG519 多高层民用建筑钢结构节点构造详图[S].

[4] 孟宪德，陈以一，杜纯领.圆钢管销铰连接中端板的受力性能和强度计算[J].建筑结构，2009，39(5): 80-83.

[5] Lee M M K.Strength，Stress and Fracture Analyses of OffshoreTubular Joints Using Finite Elements [ J ].Journal ofConstructional Steel Research，1999，51(3): 265-286.

[6] 施刚，石永久，王元清.钢框架梁柱端板连接的非线性有限元分析[J].工程力学，2008，25(12): 79-85．

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