Experimental and analytical studies on tensile behavior of kinked steel plates
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference24 articles.
1. Strengthening and retrofitting techniques to mitigate progressive collapse: a critical review and future research agenda;Kiakojouri;Eng. Struct.,2022
2. Experimental tests of different types of bolted steel beam–column joints under a central-column-removal scenario;Yang;Eng. Struct.,2013
3. Novel principle for improving performance of steel frame structures in column-loss scenario;Wei;J. Constr. Steel Res.,2019
4. Improving anti-collapse performance of steel frame with RBS connection;Meng;J. Constr. Steel Res.,2020
5. Tensile resistance and deformation of novel bending T-stub connections against progressive collapse;Meng;J. Constr. Steel Res.,2023
Cited by 4 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. Performance analysis of novel-top-seat angle and web double-bending-angle connections against progressive collapse;Journal of Constructional Steel Research;2024-09
2. Strength and Deformability of Structural Steel for Use in Construction;Civil Engineering Journal;2024-03-01
3. Collapse-resistant mechanism of RC beam-slab substructures using kinked steel plates under two-adjacent-edge-columns removal scenario;Engineering Failure Analysis;2024-02
4. Experimental studies on improving progressive collapse resistance of RC beam–column assemblies using kinked steel plates;Engineering Structures;2023-11
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