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

Abstract:

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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 et al., "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:

$35.00

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