Flexural and flexural-torsional bifurcation of locally buckled beam-columns-Reference-Cited by-同舟云学术

Flexural and flexural-torsional bifurcation of locally buckled beam-columns

Published:1997-09 Issue:1-4 Volume:29 Page:203-233
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Rasmussen K.J.R.,Hasham A.S.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference12 articles.

1. Column strength of H-sections and square tubes in post-buckling range of component plates;Bijlaard;National Advisory Committee for Aeronautics, TN 2994,1953

2. The ultimate strength of locally buckled columns of arbitrary length;Graves Smith,1967

3. Interaction buckling in I-section columns;Hancock;Journal of the Structural Division, ASCE,1981

4. Bifurcation of singly symmetric columns;Young;Thin-Walled Structures,1977

5. Lateral buckling of locally buckled beams using finite element techniques;Wang;Computers and Structures,1977

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