Numerical Investigations on Seismic Behavior of Segmental Assembly of Concrete Filled Steel Tube Piers with External Replaceable Energy-Dissipating Links

In order to reduce the damage sustained by the substructure of bridges during an earthquake, reduce economic loss, avoid casualties, and ensure the quick repair of bridges after an earthquake, this paper, inspired by the good seismic performance of the rhombic opening in the shear wall structure, pr...

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Detalles Bibliográficos
Autores principales: Wang, Chengquan, Yin, Chongli, Zou, Yun, Ping, Boyan, Wu, Xi, Liao, Juan, Sun, Miaomiao
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9919874/
https://www.ncbi.nlm.nih.gov/pubmed/36770129
http://dx.doi.org/10.3390/ma16031122

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9919874/
https://www.ncbi.nlm.nih.gov/pubmed/36770129
http://dx.doi.org/10.3390/ma16031122

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