EXPERIMENTAL ANALYSIS OF STEEL BEAM-TO-COLUMN CONNECTION WITH CANTILEVER BEAM SPLICING

Li Qicai; Su Mingzhou; Chen Aiguo; Gu Qiang

doi:10.13204/j.gyjz200406024

Volume 34 Issue 6

Dec. 2014

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Li Qicai, Su Mingzhou, Chen Aiguo, Gu Qiang. EXPERIMENTAL ANALYSIS OF STEEL BEAM-TO-COLUMN CONNECTION WITH CANTILEVER BEAM SPLICING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 74-76. doi: 10.13204/j.gyjz200406024

Citation:

Li Qicai, Su Mingzhou, Chen Aiguo, Gu Qiang. EXPERIMENTAL ANALYSIS OF STEEL BEAM-TO-COLUMN CONNECTION WITH CANTILEVER BEAM SPLICING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 74-76. doi: 10.13204/j.gyjz200406024

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EXPERIMENTAL ANALYSIS OF STEEL BEAM-TO-COLUMN CONNECTION WITH CANTILEVER BEAM SPLICING

doi: 10.13204/j.gyjz200406024

1.
1. College of Civil Engineering,Xi'an University of Architecture and Technology Xi'an 710055;
2.
2. University of Science &Technology of Suzhou Suzhou 215011

Received Date: 2003-12-20
Publish Date: 2004-06-20

Abstract

Abstract

Through comparison and analysis on design and test results of two steel beam-to-column connections with cantilever beam splicing under cyclic-loading, it is pointed out that the slip between faying surfaces and the bearing of bolts to hole surfaces can be used to improve seismic behavior of the whole connection.Design suggestions based on test results are presented.
- steel beam splicing,
- cyclic loading,
- beam-to-column joint,
- high-strength bolts