Flexural buckling of simply-supported thin-walled columns with consideration of membrane shear deformations: Analytical solutions based on shell model

Author:

Ádány Sándor

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. Theory of elastic stability;Timoshenko,1961

2. Buckling mode decomposition of single-branched open cross-section members via Finite Strip Method: derivation;Ádány;Thin-Walled Structures,2006

3. Buckling mode decomposition of single-branched open cross-section members via Finite Strip Method: application and examples;Ádány;Thin-Walled Structures,2006

4. Schafer BW, Ádány S. Buckling analysis of cold-formed steel members using CUFSM: conventional and constrained finite strip methods. In: Proceedings of the 18th international specialty conference on cold-formed steel structures. Orlando, USA; October 26–28, 2006. p. 39–54.

5. A full modal decomposition of thin-walled, single-branched open cross-section members via the constrained finite strip method;Ádány;Journal of Constructional Steel Research,2008

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