A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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.
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.
Lateral inelastic buckling of tied arches
ASCE -- Proc (J Structural Div)
Kee, C.F. (author)
1961
17 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Lateral buckling of tied arches
| Engineering Index Backfile | 1954
Lateral buckling of tied arches
| Engineering Index Backfile | 1955
Inelastic lateral buckling strength and design of steel arches
| TIBKAT | 1998
Inelastic lateral buckling strength and design of steel arches
| Online Contents | 2000