Behaviour, finite element modelling and design of cruciform section steel columns

Author:

Behzadi-Sofiani Behnam,Gardner LeroyORCID,Wadee M. Ahmer

Funder

Imperial College London

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference38 articles.

1. Residual stress and torsional buckling strength of H and cruciform columns;Nishino;Trans. Jpn. Soc. Civ. Eng.,1968

2. Plate slenderness limits for high strength steel sections;Rasmussen;J. Construct. Steel Res.,1992

3. An experimental study on buckling behavior of cruciform columns made of SBHS400;Komeda,2019

4. An experimental study on the local buckling strength of an SBHS700 stub column with cruciform section: With an overview of the mechanical properties of SBHS700;Nie;Steel Constr.,2019

5. Eurocode 3: Design of steel structures – Part 1-1: General rules and rules for buildings,2005

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