A computational modeling approach for cold-formed steel bolted connections exhibiting bolt slip and bearing behavior

Author:

Seok Seungwook,Lee Jinyeong,Choi Chang-Sik

Funder

National Research Foundation of Korea

Ministry of Science, ICT and Future Planning

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference31 articles.

1. Cyclic testing of cold-formed steel moment connection for pre-fabricated mezzanines;Hong,2004

2. Standard for seismic design of cold-formed steel structural systems - special bolted moment frames;American Iron and Steel Institute (AISI),2010

3. Experimental investigation on bolted moment connections among cold formed steel members;Chung;Eng Struct,1999

4. Experimental work on cold-formed steel elements for earthquake resilient moment frame buildings;Sabbagh;Eng Struct,2012

5. Ductile moment-resisting frames using cold-formed steel sections: An analytical investigation;Sabbagh;J Construct Steel Res,2011

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