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Experimental and Numerical Study on Seismic Performance of Semi-rigid Beam-column Joints with Hoop Panel-tenon Connections

ObjectiveTraditional prefabricated beam-column joints mainly adopt grouted sleeve connections, classified as rigid joints, which suffer from excessive on-site wet work and potential defects like inadequate grouting. To address these issues, this study proposes a novel semi-rigid prefabricated joint...

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Detalles Bibliográficos
Principais autores: WU Fanchao, ZHENG Min, WU Yingxiong
Formato: Artigo
Idioma:Inglês
Publicado: Editorial Department of Journal of Sichuan University (Engineering Science Edition) 2026-01-01
Series:工程科学与技术
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Acceso en liña:http://jsuese.scu.edu.cn/thesisDetails#10.12454/j.jsuese.202500701
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