Tensile behaviour of asymmetric bolted square hollow section column splices
Author:
Funder
Research Fund for Coal and Steel
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference36 articles.
1. Moment resistance of blind-bolted SHS column splice joint subjected to eccentric compression;Li;Thin-Walled Struct.,2019
2. A component model for column face in bending of extended HolloBolt connections;Mahmood;J. Constr. Steel Res.,2021
3. Experimental studies on T-stub to hollow section column connection bolted by T-head square-neck one-side bolts under tension;Wang;J. Constr. Steel Res.,2021
4. Experimental study on the tensile performance of high-strength blind-bolted T-stub with endplate tapping;He;J. Eng. Sci. Technol. Rev.,2018
5. Experimental and theoretical analysis of shear bolted connections for tubular structures;D’Antimo;J. Constr. Steel Res.,2017
Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Experimental, numerical, and analytical studies of asymmetric bolted square hollow section splices in bending;Thin-Walled Structures;2024-11
2. Fatigue life prediction method of Q235 steel single lap thin-walled bolted connections under shear loading;Thin-Walled Structures;2024-03
3. Component method for bolted SHS end plate splice joints loaded in tension;Structures;2024-01
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