Experimental study of steel beam-column joints with novel slot-bolted connections under a central-column-removal scenario
Author:
Funder
Department of Home Affairs
Government of Singapore Ministry of Home Affairs
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference36 articles.
1. Experimental tests of different types of bolted steel beam–column joints under a central-column-removal scenario;Yang;Eng. Struct.,2013
2. Dynamic behaviour of web cleat connections subjected to sudden column removal scenario;Liu;J. Constr. Steel Res.,2013
3. Investigations of nonlinear dynamic performance of top-and-seat with web angle connections subjected to sudden column removal;Liu;Eng. Struct.,2015
4. Behaviour of steel beam-column joints subjected to quasi-static and impact loads;Chen;J. Constr. Steel Res.,2021
5. Component-based steel beam–column connections modelling for dynamic progressive collapse analysis;Liu;J. Constr. Steel Res.,2015
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