Revision of EN 1993‐1‐1 – Design rules for structural analysis, cross‐sectional resistance and member buckling

Author:

Bureau Alain1,Snijder (Bert)2,Knobloch Markus3,Kuhlmann Ulrike4,Gardner Leroy5,Taras Andreas6,da Silva Luís Simões7

Affiliation:

1. Centre Technique Industriel de la Construction Métallique Espace technologique – L'orme des merisiers Immeuble Apollo F91193 Saint Aubin France

2. Eindhoven University of Technology Department of the Built Environment P.O. Box 513 5600 MB Eindhoven The Netherlands

3. Ruhr‐Universität Bochum Chair of Steel, Lightweight and Composite Structure Universitätsstraße 150 44801 Bochum Germany

4. University of Stuttgart Institute of Structural Design Pfaffenwaldring 7 70569 Stuttgart Germany

5. Imperial College London Department of Civil & Environmental Engineering South Kensington Campus London SW7 2AZ UK

6. ETH Zurich, D‐BAUG Institute of Structural Engineering – IBK Chair of Steel and Composite Structures Stefano‐Franscini‐Platz 5 8093 Zurich Switzerland

7. University of Coimbra ISISE, Department of Civil Engineering Rua Luís Reis Santos 3030‐788 Coimbra Portugal

Publisher

Wiley

Subject

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

Reference48 articles.

1. Bureau A.;Snijder B.;Knobloch M.;Kuhlmann U.;Gardner L.;Taras A.;daSilva L.(2022)Revision of EN 1993‐1‐1 – Design rules for member buckling. Proceedings of the International Colloquium on Stability and Ductility of Steel Structures Aveiro Portugal 14–16 September 2022 (accepted for publication).

2. FprEN 1993‐1‐1 (2022) Eurocode 3: Design of steel structures – Part 1–1: General rules and rules for buildings. Formal vote draft Document TC250/SC3/N 3504.

3. EN 1993‐1‐1 (2005) Eurocode 3: Design of steel structures – Part 1–1: General rules and rules for buildings.

4. Update on the revision of Eurocode 3

5. Structural member stability verification in the new Part 1‐1 of the second generation of Eurocode 3

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