Paper Title:
Experimental Research on Seismic Behavior of Non-Rigid Steel Beam-Column Connections with Concrete Cover
  Abstract

Four steel beam-column connections were tested under cyclic loads to investigate effects of the concrete cover and the cast-in-situ slabs on the failure modes, stiffness, load-carrying capacity, ductility and energy-dissipation capacity. The test results show that the stiffness and bending strength of the non-rigid steel connections are significantly increased due to the presence of concrete cover and the cast-in-situ slabs can further enhance the connections. Moreover, the connection with slab is prone to debonding failure along beam-slab interface resulting in a remarkable decrease of the stiffness and strength. Practical methods are also presented for analyzing and assessing the steel frames with non-rigid connections considering effects of concrete cover.

  Info
Periodical
Advanced Materials Research (Volumes 133-134)
Edited by
Xianglin Gu and Xiaobin Song
Pages
1233-1239
DOI
10.4028/www.scientific.net/AMR.133-134.1233
Citation
L. X. Jiang, F. Zhou, Q. W. Zheng, "Experimental Research on Seismic Behavior of Non-Rigid Steel Beam-Column Connections with Concrete Cover", Advanced Materials Research, Vols. 133-134, pp. 1233-1239, 2010
Online since
October 2010
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Price
$32.00
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