Elastic flexural–torsional buckling of steel beams with rigid and continuous lateral restraints

Author:

Larue B.,Khelil A.,Gueury M.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Theory of elastic stability;Timoshenko,1961

2. The behaviour and design of steel structures;Trahair,1977

3. Weston G., Nethercot D.A.. Continuous composite bridge beams — stability of the steel compression flange in hogging bending. In: Proceedings, ECCS colloquium on stability of plate and shell structures. Ghent University; 1987

4. Local distortional and lateral buckling of I-beams;Hancock;Journal of the Structural Division, ASCE,1978

5. Out-of-plane advanced analysis of steel structures;Trahair;Engineering Structures,2003

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