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