Lateral instability of monosymmetric beams with initial curvature-Reference-Cited by-同舟云学术

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Lateral instability of monosymmetric beams with initial curvature

Published:1987-01 Issue:2 Volume:5 Page:111-123
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Roberts T.M.,Benchiha M.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. Theory of Elastic Stability;Timoshenko,1961

2. Thin Walled Elastic Beams;Vlasov,1961

3. The buckling of compressed bars by torsion and flexure;Goodier,1941

4. Finite element analysis of torsional and torsional-flexural stability problems;Barsoum;Int. J. Numerical Methods in Engineering,1970

5. Lateral buckling of beams with mixed end conditions;Nethercot;The Structural Engineer,1973

Cited by 6 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. Elastic critical moment for monosymmetric beams under linear moment gradients;Canadian Journal of Civil Engineering;2021-08-23

2. Elastic stability of U-shaped members in bending considering pre-buckling displacements;Journal of Constructional Steel Research;2017-08

3. Elastic lateral-torsional buckling strength and torsional bracing stiffness requirement for monosymmetric I-beams;Thin-Walled Structures;2016-07

4. Optimization of geometry for lateral buckling process of a cantilever beam in the elastic region;Thin-Walled Structures;2005-03

5. LATERAL-TORSIONAL BUCKLING OF MONOSYMMETRIC I-BEAMS WITH COMPACT SECTION;Doboku Gakkai Ronbunshu;1997-04-21

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