TEST ON BEAM-COLUMN CONNECTION BY TOP AND SEAT ANGLESWITH STIFFER AND DOUBLE WEB ANGLES

Zheng Tingyin; Xu Shiyun; Zhang Yu

doi:10.13204/j.gyjz200804022

Volume 38 Issue 4

Dec. 2014

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Zheng Tingyin, Xu Shiyun, Zhang Yu. TEST ON BEAM-COLUMN CONNECTION BY TOP AND SEAT ANGLESWITH STIFFER AND DOUBLE WEB ANGLES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 87-90. doi: 10.13204/j.gyjz200804022

Citation:

Zheng Tingyin, Xu Shiyun, Zhang Yu. TEST ON BEAM-COLUMN CONNECTION BY TOP AND SEAT ANGLESWITH STIFFER AND DOUBLE WEB ANGLES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 87-90. doi: 10.13204/j.gyjz200804022

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TEST ON BEAM-COLUMN CONNECTION BY TOP AND SEAT ANGLESWITH STIFFER AND DOUBLE WEB ANGLES

doi: 10.13204/j.gyjz200804022

1.
College of Civil Engineering,Nanjing University of Technology,Nanjing 210009

Received Date: 2007-05-20
Publish Date: 2008-04-20

Abstract

Abstract

According to static load test on a beam-column connection by top and seat angles with stiffer and double web angles, it is analyzed that the stresses on the top and seat angles, stiffer, web angles, beam flange and web, column flange and web. The static behavior and failure mode of the sem-i rigid connection are determined, and the M-H relation, the initial stiffness, the ultimate bearing capacity and the ultimate rotation are obtained. The stiffeners and other factors which influence the static behavior of the connection are discussed.
- semi-rigid connection,
- initial stiffness,
- ultimate bearing capacity,
- stiffener,
- test research