Hysteretic behavior and moment-rotation model of self-centering beam-column connection with angle steel
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference46 articles.
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Cited by 2 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. Seismic performance of self-centering steel column base with buckling-restrained bars;Journal of Building Engineering;2024-08
2. Moment-rotation model of self-centering(SC) column base with web-friction-device(WFD) and stiffener-steel(SS) angles;Journal of Constructional Steel Research;2024-08
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