Large deflection and post-buckling analysis of 3-dimensional frames with semi-rigid connections

W. M G Ho, Siu Lai Chan

Research output: Chapter in book / Conference proceedingConference article published in proceeding or bookAcademic researchpeer-review

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.
Original languageEnglish
Title of host publicationComputational Mechanics
PublisherPubl by A.A. Balkema
Pages451-455
Number of pages5
ISBN (Print)9054100303
Publication statusPublished - 1 Dec 1991
EventProceedings of the Asian Pacific Conference on Computational Mechanics - Hong Kong, Hong Kong
Duration: 11 Dec 199113 Dec 1991

Conference

ConferenceProceedings of the Asian Pacific Conference on Computational Mechanics
Country/TerritoryHong Kong
CityHong Kong
Period11/12/9113/12/91

ASJC Scopus subject areas

  • Engineering(all)

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