New design shear method for the bolted CFS connector in a CFS beam-to-column connection
Author:
Funder
Ministry of Education
Publisher
Elsevier BV
Reference19 articles.
1. Clip angle connections subjected to cyclic loads;Redwood;J. Struct. Eng.,1984
2. Double-angle shear connections with small hollow structural section columns;Gong;J. Constr. Steel Res.,2008
3. Minimum Design Loads and Associated Criteria for Buildings and Other Structures;ASCE/SEI 7--10,2013
4. Plastic behavior of shear tabs welded to flexible wall support;Gong;J. Struct. Eng.,2010
5. Experimental behaviour and modelling of screwed connections of high strength sheet steels in shear;Huynh;Thin-Walled Struct.,2020
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