RESEARCH ON MECHANICAL PERFORMANCE OF T-JOINT OF STEEL FRAME

Dai Shaobin; Huang Jun; Zhu Jian

doi:10.13204/j.gyjz200509025

Volume 35 Issue 9

Dec. 2014

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Abstract

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Dai Shaobin, Huang Jun, Zhu Jian. RESEARCH ON MECHANICAL PERFORMANCE OF T-JOINT OF STEEL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 90-93. doi: 10.13204/j.gyjz200509025

Citation:

Dai Shaobin, Huang Jun, Zhu Jian. RESEARCH ON MECHANICAL PERFORMANCE OF T-JOINT OF STEEL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 90-93. doi: 10.13204/j.gyjz200509025

Dai Shaobin, Huang Jun, Zhu Jian. RESEARCH ON MECHANICAL PERFORMANCE OF T-JOINT OF STEEL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 90-93. doi: 10.13204/j.gyjz200509025

Citation:

Dai Shaobin, Huang Jun, Zhu Jian. RESEARCH ON MECHANICAL PERFORMANCE OF T-JOINT OF STEEL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 90-93. doi: 10.13204/j.gyjz200509025

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RESEARCH ON MECHANICAL PERFORMANCE OF T-JOINT OF STEEL FRAME

doi: 10.13204/j.gyjz200509025

1.
The Design Institute of Wuhan University of Technology Wuhan 430070

Received Date: 2005-05-23
Publish Date: 2005-09-20

Abstract

Abstract

By quasi-static test and finite element ALGOR program, it has been done that the experimental research under low-cycle repeating horizontal load, non-linear finite element analysis.And the damage form and mechanical performance of T-joint have been studied. The results of analysis indicate that T-joint has better ductility, the difference of the rigidity of flange has great influence on ductility;the shapes of P- curve are stable and full, T-joint has perfect seismic performance;the thickness of flange has great influence on the strength of T-joint.
- T-joint,
- mechanical performance,
- experimental research,
- finite element analysis

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References(9)

References

Egor P Popov, Keh Chyuan Tsai, Michael D Engelhardt. On Seismic Steel Joints and Connections. Engineering Structure, 1989,11(7);

[2] Astaneh Asl A. Seismic Performance and Design of Bolted Steel Moment-Resisting Frames. Engineering Journal, 1999,36(3);

[3] 郑廷银.H型钢框架梁柱节点的设计方法.南京建筑工程学院学报,1997(4):14～22;

[4] 徐永春,吕方.住宅钢结构体系梁柱节点性能研究.建筑技术开发,2002(7):13～15;

[5] Tsai K C.Cyclic Performance of Steel Beam-Column Moment Joints. Engineering Structure, 1995,17(8):596～602;

[6] 湖南大学.建筑结构试验.北京:中国建筑工业出版社,1991;

[7] GB 50011-2001 建筑抗震设计规范;

[8] JGJ 82 钢结构高强度螺栓连接的设计/施工及验收规程;

[9] GB/T 1288 钢结构用高强度大六角头螺栓

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