Research Article
Jan 1961

Lateral Inelastic Buckling of Tied Arches

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Publication: Journal of the Structural Division
Volume 87, Issue 1

Abstract

Paper is extension of W.G.GODDEN's theory indexed in Engineering Index 1954 p 73, and of analysis given in author's preceding paper indexed in Engineering Index 1960 p 94, concerning tied or stabbogen arches; present paper analyzes lateral stability when elastic limit is exceeded; behavior of arch in light of existing inelastic buckling theories; theoretical method for computing inelastic buckling load; experimental results are presented to verify computation.

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Journal of the Structural Division
Volume 87Issue 1January 1961
Pages: 23 - 40

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Published in print: Jan 1961
Published online: Feb 1, 2021

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