Paper Title:
Study on the End-Plate and Angle of Semi-Rigid Connection in the Steel Frame of Beam-Column
  Abstract

Based on the investigation of end plate and angle of semi-rigid connection in the steel frame of beam-column, an analysis of two connection type damage phenomenons, stiffness, bearing capacity and ductility, and then with the experimental results concluded above, the similarity and differences between the two semi-rigid connections can be extensively discussed. And with that, it can naturally be concluded that the end-plate connection is a good load capacity and ductility properties of semi-rigid connection type. These for, the conclusion can provide test basis for the ideal steel structure semi-rig seismic node design and application.

  Info
Periodical
Chapter
Chapter 2: Monitoring and Control of Structures
Edited by
Xuejun Zhou
Pages
872-876
DOI
10.4028/www.scientific.net/AMM.94-96.872
Citation
L. Xu, S. Liu, "Study on the End-Plate and Angle of Semi-Rigid Connection in the Steel Frame of Beam-Column", Applied Mechanics and Materials, Vols. 94-96, pp. 872-876, 2011
Online since
September 2011
Authors
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Price
$32.00
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