STUD CONNECTOR.S INFLUENCE ON ASEISMIC PERFORMANCE OF SC BEAM-RC COLUMN JOINT

Lu Tie-jian; Xiao Lin-hong

doi:10.13204/j.gyjz200712016

Volume 37 Issue 12

Dec. 2014

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Lu Tie-jian, Xiao Lin-hong. STUD CONNECTOR.S INFLUENCE ON ASEISMIC PERFORMANCE OF SC BEAM-RC COLUMN JOINT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 67-70. doi: 10.13204/j.gyjz200712016

Citation:

Lu Tie-jian, Xiao Lin-hong. STUD CONNECTOR.S INFLUENCE ON ASEISMIC PERFORMANCE OF SC BEAM-RC COLUMN JOINT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 67-70. doi: 10.13204/j.gyjz200712016

Lu Tie-jian, Xiao Lin-hong. STUD CONNECTOR.S INFLUENCE ON ASEISMIC PERFORMANCE OF SC BEAM-RC COLUMN JOINT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 67-70. doi: 10.13204/j.gyjz200712016

Citation:

Lu Tie-jian, Xiao Lin-hong. STUD CONNECTOR.S INFLUENCE ON ASEISMIC PERFORMANCE OF SC BEAM-RC COLUMN JOINT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 67-70. doi: 10.13204/j.gyjz200712016

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STUD CONNECTOR.S INFLUENCE ON ASEISMIC PERFORMANCE OF SC BEAM-RC COLUMN JOINT

doi: 10.13204/j.gyjz200712016

1.
College of Civil Architectural Engineering,Central South University Changsha 410075

Received Date: 2007-03-05
Publish Date: 2007-12-20

Abstract

Abstract

Based on the experiments of 4 specimens of the endplate bolted SC beam and RC column joints under low cyclic loadings, hysteretic curves of the joints are obtained and the characteristics of restoring force are discussed.Uniform formula for calculating the skeleton curve is deduced.In terms of the test results, failure pattern, strain law, ductility, rigidity degeneration and energy dissipation are studied.From the results, it can be concluded that the ductility and the energy dissipation are diminished with the decrease of stud connector.
- stud connector,
- joint,
- seismic resistant performance

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References(11)

References

聂建国, 刘明, 叶列平, 等.钢筋- 混凝土组合结构.北京: 中国建筑工业出版社, 2005: 1- 3

肖岩, 等.螺栓连接钢- 混凝土组合结构的开发.建筑结构学报, 2005, 7(2): 12- 18

GB 50011- 2001 建筑抗震设计规范

王娴明.建筑结构实验.北京: 清华大学出版社, 1988: 6- 7

唐九如.钢筋混凝土框架节点抗震.南京: 东南大学出版社,1988: 304- 311

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张莉若, 王明贵.钢- 混凝土组合结构梁柱节点承载力试验研究.建筑科学, 2003, 19(5): 16- 18

杨建江, 郝志军.钢梁- 钢筋混凝土柱节点在低周反复荷载作用下受力性能的试验研究.建筑结构, 2001, 31(7): 35- 38

李宏, 李峰.框架边节点试验研究.西安建筑科技大学学报,1997, 29(4): 459- 462

聂建国, 余志武.钢- 混凝土组合梁在我国的研究和应用.土木工程学报, 1999, 32(2): 3- 8

余琼, 吕西林, 陆洲导.框架节点反复荷载下的受力性能研究.同济大学学报(自然科学版), 2004, 32(10): 1 376- 1 381

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