Distortional buckling tests of cold-formed steel compression members at elevated temperatures
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference24 articles.
1. Structural behaviour of cold-formed thin-walled short steel channel columns at elevated temperatures, part 1: experiments;Feng;Thin-Walled Structures,2003
2. Structural behaviour of cold-formed thin-walled short steel channel columns at elevated temperatures. part 2: design calculations and numerical analysis;Feng;Thin-Walled Structures,2003
3. Axial strength of cold-formed thin-walled steel channels under non-uniform temperatures in fire;Feng;Fire Safety Journal,2003
4. A numerical imperfection sensitivity study of cold-formed thin-walled tabular steel columns at uniform elevated temperatures;Feng;Thin-Walled Structures,2004
5. Structural fire design of thin-walled steel sections;Ranby;Journal of Constructional Steel Research,1998
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3. Accuracy of Buckling Strength Curves Using Direct Strength Method in Estimating Axial Strengths of Cold-Formed Steel Members under Compression: Critical Review;Journal of Structural Engineering;2023-03
4. Structural performance of cold-formed steel cross-arm structure at elevated temperature;Archives of Civil and Mechanical Engineering;2023-01-23
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