Equivalent geometrical imperfections for local and global interaction buckling of welded square box section columns

Author:

Radwan M.ORCID,Kövesdi B.

Publisher

Elsevier BV

Subject

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

Reference42 articles.

1. European Committee for Standardization (CEN), EN 1993-1-1 (2005) (English): Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings. London: British Standards Institute, 2005. [Online]. Available: https://www.phd.eng.br/wp-content/uploads/2015/12/en.1993.1.1.2005.pdf.

2. Local and Global Buckling of Box Columns Made of High Strength Steel;Schillo,2017

3. H. Degée, A. Detzel, and U. Kuhlmann, “Interaction of global and local buckling in welded RHS compression members,” Int. Colloq. Stab. Ductility Steel Struct. 2006, vol. 64, no. 7, pp. 755–765, Jul. 2008, 10.1016/j.jcsr.2008.01.032.

4. EN 1993–1-5: 2006 Eurocode 3-Design of steel structures, Part 1. 5: Plated structural elements;European Committee for Standardization (CEN),2006

5. Assessing the reliability of local buckling of plates for mild and high strength steels;Schillo;J Constr Steel Res,2018

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