Lateral-distortional buckling of frames composed of non-aligned I-members by a simple distortional beam element considering angling effect-Reference-Cited by-同舟云学术

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Lateral-distortional buckling of frames composed of non-aligned I-members by a simple distortional beam element considering angling effect

Published:2024-09 Issue: Volume:202 Page:112146
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Liu Y.Z.,Yang Y.B.^ORCID,Liu X.H.,Guo D.Z.

Funder

Chongqing Science and Technology Commission

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference31 articles.

1. Thin-Walled Elastic Beams;Vlasov,1961

2. Coupled local buckling in wide-flange beam-columns;Sundaramoorthy;J. Struct. Div.,1973

3. Local, distortional, and lateral buckling of I-beams;Hancock;ASCE J. Struct. Div.,1978

4. Web distortion and flexural-torsional buckling;Hancock;ASCE J. Struct. Div.,1980

5. Distortional buckling of I-beams;Bradford;ASCE J. Struct. Div.,1981

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