Shear capacity of the cold-formed steel beam to column welded moment connection using clip-angle and flange-cleat
Author:
Funder
Ministry of Education, India
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference21 articles.
1. Comparative study of some mechanical connections in cold formed steel;Lennon;Constr. Build. Mater.,1999
2. Ultimate strength of bolted moment-connections between cold-formed steel members;Lim;Thin-Walled Struct.,2003
3. Stiffness prediction for bolted moment- connections between cold-formed steel members;Lim;J. Construct. Steel Res.,2004
4. Structural performance of shear resisting connections between cold-formed steel sections using web cleats of cold-formed steel strip;Chung;Eng Struct.,2000
5. Strength of CFS floor assemblies with clip angle bearing stiffeners;Fox,2005
Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Ultimate Shear Capacity of the Cold-Formed Steel Torsionally Restrained Beam-to-Column Moment Connection with a Three-Bolted Clip Angle and Flange Cleat;Journal of Structural Engineering;2024-06
2. Investigating the Factors Influencing the Strength of Cold-Formed Steel (CFS) Sections;Buildings;2024-04-17
3. Simplified numerical model development for sophisticated analysis of lightweight-concrete encased cold-formed steel compressed column-end joints and panels;Structures;2024-02
4. Experimental study on behavior of top-and-seat-angle with double web-angle (TSDW) connections under fire conditions;Thin-Walled Structures;2024-01
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