An RBS-based replaceable precast concrete beam-column joint: Design approach and experimental investigation

In traditional reinforced concrete (RC) frame systems, severe damage usually occurs in the beam-column joint zone under strong earthquakes, which increases the post-earthquake repair difficulties in restoration speed and expenditure. In response to this problem, a new reduced beam section (RBS)-base...

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Bibliographic Details
Published inJournal of Building Engineering Vol. 51; p. 104212
Main Authors Bai, Jiulin, He, Jing, Li, Chao, Jin, Shuangshuang, Yang, Hong
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.07.2022
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