Lateral-torsional buckling resistance of non-prismatic and prismatic mono-symmetric I-section steel beams based on stress utilization

Author:

Gomes J.O.,Simões da Silva L.,Tankova T.,Carvalho H.,Filho J.O. Ferreira

Funder

Fundação para a Ciência e a Tecnologia

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior

Conselho Nacional de Desenvolvimento Científico e Tecnológico

Publisher

Elsevier BV

Reference51 articles.

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3. Design of steel structures. 2nd ed. ECCS eurocode design manuals;Simões da Silva,2016

4. Eurocode 3: Design of steel structures – Part 1-1: General rules and rules for buildings;FprEN 1993-1-1,2022

5. New design curves for lateral-torsional buckling – proposal based on a consistent derivation;Taras;J Constr Steel Res,2010

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