Numerical simulation and design of stainless steel columns under fire conditions

Author:

Martins André Dias,Gonçalves Rodrigo,Camotim Dinar

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference38 articles.

1. Stability and design of stainless steel structures – review and outlook;Gardner;Thin-Walled Struct,2019

2. Class 4 stainless steel I beams subjected to fire;Lopes;Thin-Walled Struct,2014

3. Comité Européen de Normalisation (CEN) (2005). Eurocode 3: Design of Steel Structures – Part 1.2: General Rules – Structural Fire Design, EN 1993-1-2, Brussels, Belgium.

4. Comité Européen de Normalisation (CEN) (2006). Eurocode 3: Design of Steel Structures – Part 1.4: General Rules – Supplementary Rules for Stainless Steels, EN 1993-1-4, Brussels, Belgium.

5. Lopes N, Vila Real PMM (2014). Fire resistance of stainless steel structural elements with class 4 square hollow sections subject to combined bending and axial compression, Proceedings of 8th International Conference on Structures in Fire (SiF 14 − Shangai, 11-13/6), 729-736.

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