GBT formulation to analyse the first-order and buckling behaviour of thin-walled members with arbitrary cross-sections-Reference-Cited by-同舟云学术

GBT formulation to analyse the first-order and buckling behaviour of thin-walled members with arbitrary cross-sections

Published:2009-05 Issue:5 Volume:47 Page:583-600
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Gonçalves R.,Dinis P.B.,Camotim D.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. Schardt R. The generalized beam theory. In: instability and plastic collapse of steel structures, Proceedings of the M.R. Horne conference. University of of Manchester, 1983, p. 469–75.

2. Verallgemeinerte technische biegetheorie;Schardt,1989

3. Generalised beam theory: an adequate method for coupled stability problems;Schardt;Thin-Walled Structures,1994

4. Generalised beam theory (GBT) for coupled instability problems;Davies,1998

5. GBT analysis of thin-walled members: new formulation and applications;Camotim,2004

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