A beam-column model for evaluating the effects of residual stresses and geometrical imperfections

Author:

Melo P.,Vieira R.F.,Virtuoso F.B.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference11 articles.

1. New interaction formulae for beam-columns in eurocode 3: the french–belgian approach;Boissonnade;J Constr Steel Res,2004

2. ECCS. Manual on stability of steel structures. European Convention for Constructional Steelwork, Publication 22; 1976.

3. EN1993-1-1:2005. Eurocode 3: Design of steel structures – Part 1–1: General rules and rules for buildings, CEN, Bruxelles, Belgium, May 2005; 2005.

4. ENV1993-1-1:1992. Eurocode 3: Design of steel structures – Part 1–1: General rules and rules for buildings, CEN, Bruxelles, Belgium, April 1992; 1992.

5. Gomes N. Avaliação da contribuição das tensões residuais no comportamento estrutural de colunas e arcos tubulares. Master’s thesis, Instituto Superior Técnico, Universidade Técnica de Lisboa; 2014.

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