Design of built-up back-to-back CFS channel compression members sheathed with gypsum plasterboards
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference47 articles.
1. Light Gage Steel Columns in Wall-Braced Panels;Green,1947
2. Behavior of gypsum-sheathed cold-formed steel wall studs;Miller;J. Struct. Eng.,1994
3. Shear resistance of gypsum-sheathed light-gauge steel stud walls;Serrette;J. Struct. Eng.,1996
4. Behaviour and design of cold-formed steel wall frames lined with plasterboard on both sides;Telue;Eng. Struct.,2004
5. Experiments on sheathed cold-formed steel studs in compression;Vieira;J. Constr. Steel Res.,2011
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1. Design of Slender Built-Up Back-to-Back CFS Channel Columns with Pinned Warping-Free Ends;Journal of Structural Engineering;2024-08
2. Investigating the Factors Influencing the Strength of Cold-Formed Steel (CFS) Sections;Buildings;2024-04-17
3. Behaviour and design of CFS stud walls under both sides fire exposure;Thin-Walled Structures;2024-04
4. Research on the flexural buckling behavior of the cold-formed steel back-to-back built-up columns with Σ-section;Engineering Structures;2024-03
5. Numerical modelling and investigation of CFS built-up stud walls in fire;Fire Safety Journal;2024-03
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