Effects of material nonlinearity on the global analysis and stability of stainless steel frames

Author:

Walport F.ORCID,Gardner L.ORCID,Real E.ORCID,Arrayago I.,Nethercot D.A.

Funder

Imperial College London

MINECO

Publisher

Elsevier BV

Subject

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

Reference22 articles.

1. Eurocode 3 – Design of Steel Structures – Part 1–4: General Rules – Supplementary Rules for Stainless Steel;EN 1993-1-4,2006

2. Eurocode 3 – Design of Steel Structures – Part 1–1: General Rules and Rules for Buildings;EN 1993-1-1,2005

3. Ultimate response of stainless steel continuous beams;Theofanous;Thin-Walled Struct.,2014

4. On the calculation of deflections in structural stainless steel beams: an experimental and numerical investigation;Mirambell;J. Constr. Steel Res.,2000

5. Full-range stress-strain curves for stainless steel alloys;Rasmussen;J. Constr. Steel Res.,2003

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