GBT-based local, distortional and global buckling analysis of thin-walled steel frames

Author:

Basaglia C.,Camotim D.,Silvestre N.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference22 articles.

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

2. The effect of joints on the stability behaviour of steel frame beams;Masarira;Journal of Constructional Steel Research,2002

3. MacPhedran I, Grondin G. Warping restraint and steel frame instability. In: Proceedings of Structural Stability Research Council annual stability conference, Montreal, 6–9 April 2005. p. 205–24.

4. Morrell P. The influence of joint detail on the torsional behaviour of thin-walled structures having an axial discontinuity. Thin-Walled Structures (Strathclyde−3/6/4), Granada, London, 1979. p. 539–52.

5. Influence of joint detail on the flexural-torsional interaction of thin-walled structures;Morrell;Thin-Walled Structures,1996

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