Flexural-torsional buckling of monosymmetric columns-Reference-Cited by-同舟云学术

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Flexural-torsional buckling of monosymmetric columns

Published:1992-01 Issue:1-3 Volume:23 Page:117-126
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Attard Mario M.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference9 articles.

1. Cold-Formed Steel Structures;Hancock,1988

2. A direct solution of the torsional-flexural buckling of axially loaded thin-walled bars;Renton;Structural Engineer,1960

3. Torsional—flexural buckling of axially-loaded, thin-walled, elastic struts of open cross-section;Hone,1967

4. Lateral buckling analysis of beams by the FEM;Attard;Computers and Structures,1986

5. Nonlineral theory of non-uniform torsion of thin-walled open beams;Attard;Thin-Walled Structures,1986

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Buckling solutions for compression members with end restraints defined along non-principal directions;Journal of Constructional Steel Research;2021-06

2. Effort and bearing capacity testing of laterally restrained asymmetrical stepped steel I-columns;Journal of Constructional Steel Research;2020-09

3. Analysis and Design of Double-Sided High-Rise Steel Pallet Rack Frames;Journal of Structural Engineering;2004-07

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