Improved design rules for hollow flange sections subject to lateral distortional buckling-Reference-Cited by-同舟云学术

Improved design rules for hollow flange sections subject to lateral distortional buckling

Published:2012-01 Issue:1 Volume:50 Page:128-140
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Anapayan Tharmarajah,Mahendran Mahen

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. Dempsey, RI. Structural behaviour and design of hollow flange beams. In: Proceedings of the second national structural engineering conference. Institution of Engineers, Barton, ACT, Australia; 1990. p.325–335.

2. OneSteel Australian Tube Mills, (OATM), LiteSteel Beam Publication, Brisbane, Australia; 2008.

3. Theory of elastic stability;Timoshenko,1961

4. Flexural torsional buckling of structures;Trahair,1993

5. Web distortional and flexural-torsional buckling;Hancock;ASCE Journal of the Structural Division,1980

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