Numerical Investigation on the Hysteretic Performance of Self-Centering Precast Steel–Concrete Hybrid Frame

To improve the construction performance and seismic resilience of precast reinforced-concrete frame structures, an innovative self-centering precast steel–concrete hybrid frame has been proposed and subjected to cyclic loading tests. In this paper, a comprehensive numerical analysis was conducted to...

詳細記述

書誌詳細

出版年:	Buildings
主要な著者:	Shiqiang Feng, Yong Yang, Yicong Xue, Yunlong Yu
フォーマット:	論文
言語:	英語
出版事項:	MDPI AG 2024-10-01
主題:	self-centering precast steel–concrete hybrid frame post-tensioned tendons web friction device numerical analyses hysteretic performance
オンライン･アクセス:	https://www.mdpi.com/2075-5309/14/10/3202