New method for metal beams sensitive to lateral torsional buckling with an equivalent geometrical UGLI imperfection

Author:

Agüero A.,Baláž I.,Koleková Y.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference24 articles.

1. EN 1993-1-1:2005 and Corrigendum AC (2006) and Corrigendum AC (2009) and Amendment A1 (2014). Eurocode 3: Design of steel structures. Part 1.1: General rules and rules for buildings. CEN Brussels.

2. EN 1999-1-1:2007 and Amendment A1 (2009) and Amendment A2 (2013). Eurocode 9: Design of aluminium structures.Part 1.1: General structural rules. CEN Brussels.

3. prEN 1993-1-1:2020. Eurocode 3: Design of steel structures. Part 1.1: General rules and rules for buildings. September 2020, CEN Brussels.

4. prEN 1999-1-1:2020-07-01. Eurocode 9: Design of aluminium structures. Part 1.1: General structural rules.

5. Frames with unique global and local imperfection in the shape of the elastic buckling mode (part1);Chladný;Stahlbau,2013

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