Buckling and Torsion of Steel Equal Angle Beams-Reference-Cited by-同舟云学术

Buckling and Torsion of Steel Equal Angle Beams

Published:2005-03 Issue:3 Volume:131 Page:467-473
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Trahair N. S.¹

Affiliation:

1. Emeritus Professor, Dept. of Civil Engineering, The Univ. of Sydney, Sydney, NSW 2006, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282005%29131%3A3%28467%29

Reference13 articles.

1. British Standards Institution (BSI). (2000). “Structural use of steelwork in building. Part 1:2000. Code of practice for design in simple and continuous construction: Hot rolled sections.” BS 5950 BSI London.

2. Nonuniform torsion of steel beams in inelastic range;Farwell C. R.;J. Struct. Div. ASCE,1969

3. Inelastic Torsion of Steel I-Beams

4. Standards Australia (SA). (1998). “Steel structures.” AS4100-1998 SA Sydney.

5. Flexural-Torsional Buckling of Structures

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