STUDY ON SEISMIC BEHAVIOR OF JOINT WITH EXTERIOR DIAPHRAGMS BETWEEN CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN AND STEEL BEAM

Li Nan; Wang Lai

doi:10.13204/j.gyjz201010026

Volume 40 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(10): 117-121,143

Li Nan, Wang Lai. STUDY ON SEISMIC BEHAVIOR OF JOINT WITH EXTERIOR DIAPHRAGMS BETWEEN CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN AND STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 117-121,143. doi: 10.13204/j.gyjz201010026

Citation:

Li Nan, Wang Lai. STUDY ON SEISMIC BEHAVIOR OF JOINT WITH EXTERIOR DIAPHRAGMS BETWEEN CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN AND STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 117-121,143. doi: 10.13204/j.gyjz201010026

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STUDY ON SEISMIC BEHAVIOR OF JOINT WITH EXTERIOR DIAPHRAGMS BETWEEN CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN AND STEEL BEAM

doi: 10.13204/j.gyjz201010026

Li Nan^1,2,
Wang Lai²

1.
1. Dept.of Resources and Civil Engineering,Shandong University of Science &Technology,Taian 271019,China;
2.
2. Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation,Shandong University of Science and Technology,Qingdao 266510,China

Received Date: 2010-02-01
Publish Date: 2010-10-20

Abstract

Abstract

Based on the experiments of joint with exterior diaphragms between concrete-filled square steel tubular column and steel beam under cyclic loading,with appropriate material stress-strain relations and failure criteria,the mechanical properties of this type of joint were researched by using ANSYS,finite element analyses were conducted under cyclic loading,the hysteretic and framework curves of this type joint between test and theoretical were researched.The study results showed that all specimens have good ductility and energy dissipation capacity.The story angle drift ductility ratios are = 3.07 ～ 3.66,the elastic and elastic-plastic story angle drift are y = 0.004 1 ～ 0.004 7 and u = 0.012 4 ～ 0.017 2,and the equivalent viscous damping coefficients are he = 0.26 ～ 0.35,which meet the needs of the current code for seismic design of building.
- concrete-filled square steel tubular column,
- joint with exterior diaphragms,
- hysteretic curve,
- seismic behavior,
- nonlinear analysis

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References(10)

References

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[8] 王先铁,郝际平,周观根.方钢管混凝土边柱节点抗震性能试验研究[J].建筑结构学报,2008,29(3):120-126.

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