Mechanical Performance Study of Beam–Column Connection with U-Shaped Steel Damper

The article proposes the use of a semi-rigid energy-dissipation connection combined with a U-shaped metal damper to avoid brittle failure of rigid steel beam–column connections under seismic loading. The U-shaped metal damper connects the H-section column and the H-section beam to form a new energy-...

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Detalles Bibliográficos
Autores principales: Qu, Chun-Xu, Xu, Yu-Wen, Gao, Jin-He, Zhou, Wei-Hao, Zheng, Bao-Zhu, Li, Peng
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9605227/
https://www.ncbi.nlm.nih.gov/pubmed/36295152
http://dx.doi.org/10.3390/ma15207085

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9605227/
https://www.ncbi.nlm.nih.gov/pubmed/36295152
http://dx.doi.org/10.3390/ma15207085

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