Experimental study on fire resistance of cold-formed steel built-up box columns-Reference-Cited by-同舟云学术

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Experimental study on fire resistance of cold-formed steel built-up box columns

Published:2020-02 Issue: Volume:147 Page:106564
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Yang Jingjie,Wang Weiyong,Shi Yu,Xu Lei

Funder

National Program on Key Research and Development

Natural Science Foundation of China

Chongqing University

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. Review: the direct strength method of cold-formed steel member design;Schafer;J. Constr. Steel Res.,2008

2. AISI S100-12-E2, North American Specification for the Design of Cold-Formed Steel Structural Members,2014

3. EN1993-1-3:2004, Eurocode3: Design of Steel Structures, Part1–3: General Rules, Supplementary Rules for Cold-Formed Members and Sheeting,2004

4. EN1993-1-1:2004, Eurocode3: Design of Steel Structures, Part1–1: General Rules and Rules for Buildings,2004

5. Buckling resistance of axially loaded cold-formed steel columns;Craveiro;Thin-Walled Struct.,2016

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

2. Experimental study on fire resistance of high strength Q960 steel columns under axial compression;Journal of Constructional Steel Research;2024-01

3. Numerical Analysis for Behavior of Stainless-Steel Web Cleat Connections at Elevated Temperatures;Fire Technology;2023-12-31

4. Influence of elevated temperature on buckling capacity of mild steel-based cold-formed steel column sections– experimental investigation and finite element modelling;Journal of Structural Fire Engineering;2023-11-10

5. Full-scale fire resistance tests of lightweight steel framed floor systems;Thin-Walled Structures;2023-11

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