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dc.contributor.author | Pagán-Martínez, Juan José | es_ES |
dc.contributor.author | Paya-Zaforteza, Ignacio | es_ES |
dc.contributor.author | Hospitaler-Pérez, Antonio | es_ES |
dc.date.accessioned | 2024-07-01T18:38:11Z | |
dc.date.available | 2024-07-01T18:38:11Z | |
dc.date.issued | 2024-03 | es_ES |
dc.identifier.issn | 0143-974X | es_ES |
dc.identifier.uri | http://hdl.handle.net/10251/205682 | |
dc.description.abstract | [EN] The structural fire analysis of bridges is crucial for ensuring transportation infrastructure safety since bridges, due to their unique characteristics and exposure to environmental hazards, are particularly susceptible to fire-induced damage. Despite this vulnerability, there is a lack of both experimental research and design guidelines for ensuring fire safety in bridges. This underscores the importance of studying actual bridge fire incidents. This article presents a comprehensive examination of the numerical and experimental investigations carried out to evaluate the structural condition of a composite box-girder bridge located in Valencia, Spain, following a significant fire incident. In addition, the paper details the repair works carried out to fully restore the operational capacity of the bridge, along with the key lessons learnt from the incident. Therefore, the article highlights the vital synergy between advanced numerical models and experimental investigations to strengthen rehabilitation action plans and gain valuable insights for making informed decisions regarding post-fire structural integrity. By doing so, the study enhances understanding of bridge safety under fire and provides actionable recommendations for researchers, practitioners, and transportation authorities. | es_ES |
dc.description.sponsorship | This work has been made possible through the support of the "Service of Works Management and Infrastructure Maintenance of Valencia City Council " and the companies "Pavasal Empresa Constructora S.A. " and "ICEV Ingenieria de Estructuras ". | es_ES |
dc.language | Inglés | es_ES |
dc.publisher | Elsevier | es_ES |
dc.relation.ispartof | Journal of Constructional Steel Research | es_ES |
dc.rights | Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) | es_ES |
dc.subject | Post-fire assessment | es_ES |
dc.subject | Post-fire repairs | es_ES |
dc.subject | Bridge fires | es_ES |
dc.subject | Composite box-girder | es_ES |
dc.subject | Forensic engineering | es_ES |
dc.subject.classification | INGENIERIA DE LA CONSTRUCCION | es_ES |
dc.title | Post-fire assessment of composite steel-concrete box-girder bridges: Lessons from a recent incident | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.1016/j.jcsr.2023.108425 | es_ES |
dc.rights.accessRights | Abierto | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros Industriales - Escola Tècnica Superior d'Enginyers Industrials | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos - Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports | es_ES |
dc.description.bibliographicCitation | Pagán-Martínez, JJ.; Paya-Zaforteza, I.; Hospitaler-Pérez, A. (2024). Post-fire assessment of composite steel-concrete box-girder bridges: Lessons from a recent incident. Journal of Constructional Steel Research. https://doi.org/10.1016/j.jcsr.2023.108425 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | https://doi.org/10.1016/j.jcsr.2023.108425 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.relation.pasarela | S\506752 | es_ES |
dc.contributor.funder | PAVASAL EMPRESA CONSTRUCTORA, S.A. | es_ES |
dc.contributor.funder | Universitat Politècnica de València | es_ES |
dc.subject.ods | 09.- Desarrollar infraestructuras resilientes, promover la industrialización inclusiva y sostenible, y fomentar la innovación | es_ES |
dc.subject.ods | 12.- Garantizar las pautas de consumo y de producción sostenibles | es_ES |