Fire design of stainless steel I beams prone to lateral torsional buckling under end moments-Reference-Cited by-同舟云学术

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Fire design of stainless steel I beams prone to lateral torsional buckling under end moments

Published:2022-07 Issue: Volume:131 Page:103609
ISSN:0379-7112
Container-title:Fire Safety Journal
language:en
Short-container-title:Fire Safety Journal

Author:

Lopes N.,Couto C.,Vila Real P.,Camotim D.,Gonçalves R.

Publisher

Elsevier BV

Subject

General Physics and Astronomy,Safety, Risk, Reliability and Quality,General Materials Science,General Chemistry,Building and Construction

Reference28 articles.

1. Stainless steel in construction: a review of research, applications, challenges and opportunities;Baddoo;J. Constr. Steel Res.,2008

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

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

4. EN10088-1, Stainless Steels. Part 1: List of Stainless Steels,2005

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1. Design of stainless steel SHS and RHS columns in fire by GMNIA with strain limits;Engineering Structures;2024-10

2. Artificial neural network modeling of the stability behavior of stainless steel I-beams with sinusoidal web openings;Engineering Structures;2024-04

3. Nonlinear Inelastic Stability Behavior of High-Strength Stainless Steel I-Beams with Sinusoidal Web Openings;International Journal of Structural Stability and Dynamics;2023-08-24

4. The influence of the fire temperature on the condition of steel roof structure;Engineering Failure Analysis;2023-04

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