Time-Dependent Seismic Performance of Coastal Bridges Reinforced with Hybrid FRP and Steel Bars

To increase the durability and seismic resilience of coastal bridges, a hybrid reinforced concrete (HRC) bridge that incorporates both glass fiber-reinforced polymer (GFRP) bars and steel bars is proposed. The time-dependent seismic performance of the HRC bridge is comprehensively investigated at th...

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Detalles Bibliográficos
Autores principales: Yuan, Wei, Cai, Zhong-Kui, Pan, Xiaolan, Lin, Jun
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9369911/
https://www.ncbi.nlm.nih.gov/pubmed/35955228
http://dx.doi.org/10.3390/ma15155293

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9369911/
https://www.ncbi.nlm.nih.gov/pubmed/35955228
http://dx.doi.org/10.3390/ma15155293

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