Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/10325
Title: Large deflection and post-buckling analysis of 3-dimensional frames with semi-rigid connections
Authors: Ho, WMG
Chan, SL 
Issue Date: 1991
Publisher: Springer
Source: Computational mechanics, 1991, p. 451-455 How to cite?
Journal: Computational mechanics 
Abstract: All joints are neither rigid nor pinned, but contain a certain degree of flexibility or rigidity which has an significant influence over the buckling capacity of a frame. The commonly assumed fully rigid or frictionless joints connecting the members of a skeletal structure will introduce a gross error to the results of an analysis. This paper is addressed to the development of a numerical procedure for steel frames with flexible connections in which the commonly used extreme assumption of rigid or pinned connection is abandoned and semi-rigid joints are considered.
Description: Proceedings of the Asian Pacific Conference on Computational Mechanics, Hong Kong, Hong Kong, 11-13 December 1991
URI: http://hdl.handle.net/10397/10325
ISBN: 9054100303
ISSN: 0178-7675
EISSN: 1432-0924
Appears in Collections:Conference Paper

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