Seismic performance evaluation of Y-shaped eccentric brace–high-strength steel frame structure based on remote collaborative hybrid test
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference28 articles.
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2. Behavior of reverse-channel and double-reverse-channel connections to tubular columns with HSS;Alhendi;J Constr Steel Res,2015
3. Code for Seismic Design of Buildings,2016
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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. Numerical Parameter Analysis of High-Strength Steel Frame with Y-Eccentric Brace Using Variable Replaceable Link;Buildings;2024-07-12
2. Enhancing transmission type frame structures: A BBO algorithm-based integrated design approach;PLOS ONE;2024-05-17
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