Equivalent geometric imperfection for interaction buckling of welded box-section columns - Stochastic analysis
Author:
Funder
Magyar Tudományos Akadémia
Tempus Közalapítvány
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference37 articles.
1. Eurocode 3: Design of steel structures - Part 1–1: General rules and rules for buildings;European Committee for Standardization (CEN),2005
2. Equivalent bow imperfections for use in design by second order inelastic analysis;Walport;Structures.,2020
3. Applicable equivalent bow imperfections in GMNIA for Eurocode buckling curves – SHS, RHS and welded box sections;Somodi;J. Constr. Steel Res.,2023
4. Equivalent local imperfections for FEM-based design of welded box sections;Radwan;J. Constr. Steel Res.,2022
5. Local plate buckling type imperfections for NSS and HSS welded box-section columns;Radwan;Structures.,2021
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