Author:
Wang Peijun,You Yang,Liu Mei
Reference11 articles.
1. The semi-rigid behaviour of three-dimensional steel beam-to-column joints subjected to proportional loading. Part I. Experimental evaluation;Cabrero;Journal of Constructional Steel Research,2007
2. National Standard of People’s Republic of China. GB50017-2017 Code for Design of Steel Structures,2017
3. Ductility analysis of bolted extended end plate beam-to-column connections in the framework of the component method;Girão Coelho;Portugal Steel and Composite Structures,2006
4. Experimental and theoretical study of bearing capacity for extended endplate connections between rectangular tubular columns and H-shaped beams with single direction bolts;Li;Jianzhu Jiegou Xuebao/Journal of Building Structures,2015
5. Experimental and numerical analysis of three-dimensional semi-rigid steel joints under non-proportional loading;Loureiro;Engineering Structures,2012