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

W. M G Ho; Siu Lai Chan

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 proceeding › Conference article published in proceeding or book › Academic research › peer-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 language	English
Title of host publication	Computational Mechanics
Publisher	Publ by A.A. Balkema
Pages	451-455
Number of pages	5
ISBN (Print)	9054100303
Publication status	Published - 1 Dec 1991
Event	Proceedings of the Asian Pacific Conference on Computational Mechanics - Hong Kong, Hong Kong Duration: 11 Dec 1991 → 13 Dec 1991

Conference

Conference	Proceedings of the Asian Pacific Conference on Computational Mechanics
Country/Territory	Hong Kong
City	Hong Kong
Period	11/12/91 → 13/12/91

ASJC Scopus subject areas

General Engineering

Cite this

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title = "Large deflection and post-buckling analysis of 3-dimensional frames with semi-rigid connections",

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.",

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note = "Proceedings of the Asian Pacific Conference on Computational Mechanics ; Conference date: 11-12-1991 Through 13-12-1991",

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AU - Ho, W. M G

AU - Chan, Siu Lai

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N2 - 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.

AB - 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.

UR - https://www.scopus.com/pages/publications/0026265493

M3 - Conference article published in proceeding or book

SN - 9054100303

SP - 451

EP - 455

BT - Computational Mechanics

PB - Publ by A.A. Balkema

T2 - Proceedings of the Asian Pacific Conference on Computational Mechanics

Y2 - 11 December 1991 through 13 December 1991

ER -

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

Abstract

Conference

ASJC Scopus subject areas

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