Experimental analysis of cold-formed steel columns with intermediate and edge stiffeners in fire-Reference-Cited by-同舟云学术

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Experimental analysis of cold-formed steel columns with intermediate and edge stiffeners in fire

Published:2020-01 Issue: Volume:146 Page:106481
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Laím Luís,Craveiro Hélder D.,Simões Rui,Escudeiro André,Mota Alexandre

Funder

Portuguese Foundation for Science and Technology

European Regional Development Fund

European Social Fund

European Structural and Investment Funds

FEDER

FCT

Regional Operational Programme

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference53 articles.

1. Computational modelling of flange crushing in cold-formed steel sections;Natário;Thin-Walled Struct.,2014

2. Cold-formed steel columns undergoing local–distortional coupling: behaviour and direct strength prediction against interactive failure;Dinis;Comput. Struct.,2015

3. Plastic mechanisms of thin-walled cold-formed steel members in eccentric compression;Ungureanu;Thin-Walled Struct.,2018

4. Analytical and experimental study on the seismic performance of cold-formed steel frames;Mojtabaei;J. Constr. Steel Res.,2018

5. Lateral behaviour of hybrid cold-formed and hot-rolled steel wall systems: experimental investigation;Mortazavi;J. Constr. Steel Res.,2018

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1. Behaviour, design, and reliability of monosymmetric I-beams at elevated temperature;Structures;2024-05

2. Numerical Study on Reserve Fire Resistance of Continuous Steel Columns in Buildings;Fire Technology;2023-11-24

3. Flexural buckling and post-buckling analysis of tapered columns in transient fire;Applied Mathematical Modelling;2023-11

4. Global buckling analysis on cold-formed steel built-up box-shape columns at ambient and elevated temperatures;Structures;2023-11

5. Buckling analysis of non-uniform Timoshenko columns under localised fire;Structures;2023-05

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