Deteriorated seismic capacity assessment of reinforced concrete bridge piers in corrosive environment
This is the peer reviewed version of the following article: Domaneschi, M, De Gaetano, A, Casas, JR, Cimellaro, GP. Deteriorated seismic capacity assessment of reinforced concrete bridge piers in corrosive environment. Structural Concrete. 2020; 21: 1823– 1838. https://doi.org/10.1002/suco.202000106...
| Autores: | , , , |
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| Tipo de recurso: | artículo |
| Fecha de publicación: | 2020 |
| País: | España |
| Institución: | Universitat Politècnica de Catalunya (UPC) |
| Repositorio: | UPCommons. Portal del coneixement obert de la UPC |
| Idioma: | inglés |
| OAI Identifier: | oai:upcommons.upc.edu:2117/335931 |
| Acceso en línea: | https://hdl.handle.net/2117/335931 https://dx.doi.org/10.1002/suco.202000106 |
| Access Level: | acceso abierto |
| Palabra clave: | Bridge piers Reinforced concrete construction--Earthquake effects Bridges Capacity Corrosion Earthquake Reinforce concrete Formigó armat -- Corrosió Ponts -- Fonaments i pilastres Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó |
| Sumario: | This is the peer reviewed version of the following article: Domaneschi, M, De Gaetano, A, Casas, JR, Cimellaro, GP. Deteriorated seismic capacity assessment of reinforced concrete bridge piers in corrosive environment. Structural Concrete. 2020; 21: 1823– 1838. https://doi.org/10.1002/suco.202000106, which has been published in final form at https://onlinelibrary.wiley.com/doi/abs/10.1002/suco.202000106. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving. |
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