Cyclic behaviour of bolted cold-formed steel moment connections: FE modelling including slip-Reference-Cited by-同舟云学术

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Cyclic behaviour of bolted cold-formed steel moment connections: FE modelling including slip

Published:2013-01 Issue: Volume:80 Page:100-108
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Bagheri Sabbagh Alireza,Petkovski Mihail,Pilakoutas Kypros,Mirghaderi Rasoul

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. Hysteresis model of bolted-angle connections;Shen;J Constr Steel Res,2000

2. Cyclic testing and modeling of cold-formed steel special bolted moment frame connections;Uang;J Struct Eng,2010

3. Steel semirigid column–tree moment resisting frame;Michael McMullin;J Struct Eng,2003

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

5. An integrated thin-walled steel skeleton structure (two full scale tests);Bagheri Sabbagh;J Constr Steel Res,2010

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