Post-buckling analysis of thin-walled steel frames using generalised beam theory (GBT)

Author:

Basaglia Cilmar,Camotim Dinar,Silvestre Nuno

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Large-scale testing of 3-D steel frame accounting for local buckling;Kim;International Journal of Solids and Structures,2004

2. Structural analysis and design assisted by testing of cold-formed steel structures;Dubina;Thin-Walled Structures,2008

3. Boissonnade N, Degée H. Analysis of tapered steel frames using beam elements and comparison with shell modelling. In: HoffmeisterB, Hechler O, editors. Proceedings of 4th european conference on steel and composite structures. Maastricht (Eurosteel 2005, 8–10/6); 2005. p. 1.4.33–40.

4. Schardt R. The generalised beam theory, instability and plastic collapse of steel structures. Proceedings of the M.R. Horne Conference. Granada, London: University of Manchester; 1983. p. 469–75.

5. Camotim D, Basaglia C, Bebiano R, Gonçalves R and Silvestre N. Latest developments in the GBT analysis of thin-walled steel structures. In: Batista E, Vellasco P, Lima L, editors. Proceedings of International colloquium stability and ductility of steel structures. Rio de Janeiro (SDSS'Rio 2010, 8–10/9); 2010. p. 33–58.

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