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Cyclic Behavior of Anchored Blind-Bolted Extended End-Plate Joints to CFST Columns

As the square steel tube in the tension zone is always the weakest part of moment-resisting joints, modified blind bolts (Hollo-Bolts) and a locally strengthened steel tube in the panel zone were adopted to enhance the joint performance. Cyclic loading tests were carried out on eight anchored blind-...

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Detalhes bibliográficos
Main Authors: Yihuan Wang, Zhan Wang, Jianrong Pan, Peng Wang, JianGui Qin, Shizhe Chen
Formato: Artigo
Idioma:Inglês
Publicado em: MDPI AG 2020-01-01
Colecção:Applied Sciences
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Acesso em linha:https://www.mdpi.com/2076-3417/10/3/904
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