Global buckling of thin-walled simply supported columns: Analytical solutions based on shell model

Author:

Ádány Sándor

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. Theory of elastic stability;Timoshenko,1961

2. Flexural buckling of thin-walled columns: discussion on the definition and calculation. In: Proceedings of the international colloquium on stability and ductility of steel structures;Ádány,2006

3. Ádány S. Torsional buckling of thin-walled columns: analytical solution based on shell model. In: Fifth International Conference on Thin-Walled Structures (ICTWS 2008), vol. 2, June 18–20, 2008. p. 1113–20.

4. Ádány S, Visy D. Global buckling of thin-walled simply supported columns by using shell model: numerical studies. Thin-Walled Structures, doi:10.1016/j.tws.2012.02.001, in press.

5. Elastic buckling analysis of thin-walled members by finite strip analysis. CUFSM v3.12, 〈http://www.ce.jhu.edu/bschafer/cufsm〉, 2006.

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