Lumped Plasticity Model and Hysteretic Performance of Ultra-High-Performance Concrete Rocking Pier

Rocking piers using ultra-high-performance concrete (UHPC) have high damage-control capacity and self-centering characteristics that can limit the post-earthquake recovery time of bridges. To study the hysteretic behavior of UHPC rocking piers, a lumped plasticity model is proposed that comprises tw...

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Detalles Bibliográficos
Autores principales: He, Haifang, Zhou, Yulong, Cheng, Shoushan, Liu, Hongyi
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10574077/
https://www.ncbi.nlm.nih.gov/pubmed/37834652
http://dx.doi.org/10.3390/ma16196515

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10574077/
https://www.ncbi.nlm.nih.gov/pubmed/37834652
http://dx.doi.org/10.3390/ma16196515

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