Finite Element Analysis of Behavior in Semi-Rigid Steel Frames

Abstract:

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A two-span, three-story steel frame with two web and top-seat angle connections was constructed. Then a low-cycled reverse loading experiment with this frame was conducted to obtain elastic-plastic behavior of semi-rigid connections steel frame under cyclic loading. And nonlinear finite element analysis of steel frame with semi-rigid and rigid connection is performed in this paper. At last, comparisons between the analysis results and the testing results are carried out, the behavior and the effects of the two web and top-seat angles connections on steel frame are analyzed.

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Edited by:

Lijuan Li

Pages:

102-105

DOI:

10.4028/www.scientific.net/AMR.163-167.102

Citation:

Q. Wang et al., "Finite Element Analysis of Behavior in Semi-Rigid Steel Frames", Advanced Materials Research, Vols. 163-167, pp. 102-105, 2011

Online since:

December 2010

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Price:

$35.00

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