Paper Title:
Nonlinear Finite Element Analysis on the Steel Frame with Semi-Rigid Connection under Periodic Load
  Abstract

In this paper, nonlinear finite element analysis on the steel frame with top-seat angle and double web-angles semi-rigid connection were carried out with ANSYS finite element software. In the analysis, connective, geometrical and material nonlinear were considered. Compare analysis results with experimental results, the influence of semi-rigid connection’s flexibility on steel frame was studied and some references to the design of steel frame with semi-rigid connection were supplied.

  Info
Periodical
Advanced Materials Research (Volumes 255-260)
Edited by
Jingying Zhao
Pages
614-618
DOI
10.4028/www.scientific.net/AMR.255-260.614
Citation
L. Wang, B. S. Liu, N. Yang, "Nonlinear Finite Element Analysis on the Steel Frame with Semi-Rigid Connection under Periodic Load", Advanced Materials Research, Vols. 255-260, pp. 614-618, 2011
Online since
May 2011
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Price
$32.00
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