In-Plane Buckling Analysis of Gabled Arch Frame Steel Building

Abstract:

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In order to study characteristics and rules of the in-plane stability for gabled arch frame steel building, a well-known FEA software package ANSYS has been used to calculate the in-plane buckling of a gabled arch frame which has a span of 30m. The linear and extreme point buckling loads have been obtained under the circumstances of different rise-span ratio, full-span and half-span distributed load and initial deficiency. Then the buckling path for this kind of structure has been given. Finally, the buckling deformation rules were proof and the influence of rise-span ratio, load conditions and initial deficiency were also discussed.

Info:

Periodical:

Edited by:

Dongye Sun, Wen-Pei Sung and Ran Chen

Pages:

3680-3686

DOI:

10.4028/www.scientific.net/AMM.71-78.3680

Citation:

J. Li et al., "In-Plane Buckling Analysis of Gabled Arch Frame Steel Building", Applied Mechanics and Materials, Vols. 71-78, pp. 3680-3686, 2011

Online since:

July 2011

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Price:

$35.00

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