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dc.contributor.author | Peris-Sayol, Guillem | es_ES |
dc.contributor.author | Paya-Zaforteza, Ignacio | es_ES |
dc.contributor.author | Alós Moya, José | es_ES |
dc.contributor.author | Hospitaler Pérez, Antonio | |
dc.date.accessioned | 2016-04-11T12:37:12Z | |
dc.date.available | 2016-04-11T12:37:12Z | |
dc.date.issued | 2015-06 | |
dc.identifier.issn | 0045-7949 | |
dc.identifier.uri | http://hdl.handle.net/10251/62422 | |
dc.description.abstract | This paper studies bridge fires by using numerical models to analyze the response of a typical girder bridge to tanker truck fires. It explains the influence of fire position, bridge configuration (vertical clearance, number of spans) and wind speed on the bridge response. Results show that the most damage is caused by tanker fires close to the abutments in single span bridges with minimum vertical clearance and under windless conditions. The paper provides new insights into modeling techniques and proves that bridge response can be predicted by FE models of the most exposed girder, which saves significant modeling and analysis times. (C) 2015 Elsevier Ltd. All rights reserved. | es_ES |
dc.description.sponsorship | Funding for this research was provided by the Spanish Ministry of Science and Innovation (Research Project BIA 2011-27104) and the Universitat Politecnica de Valencia (Research and Development Support Program PAID-06-11). All opinions expressed in this paper are the authors' and do not necessarily reflect the policies and views of the sponsors. | en_EN |
dc.language | Inglés | es_ES |
dc.publisher | Elsevier | es_ES |
dc.relation.ispartof | Computers and Structures | es_ES |
dc.rights | Reserva de todos los derechos | es_ES |
dc.subject | Computational fluid dynamics | es_ES |
dc.subject | Steel girder bridge | es_ES |
dc.subject | Performance-based design | es_ES |
dc.subject | Parametric study | es_ES |
dc.subject.classification | INGENIERIA CARTOGRAFICA, GEODESIA Y FOTOGRAMETRIA | es_ES |
dc.subject.classification | PROYECTOS DE INGENIERIA | es_ES |
dc.subject.classification | INGENIERIA DE LA CONSTRUCCION | es_ES |
dc.title | Analysis of the influence of geometric, modeling and environmental parameters on the fire response of steel bridges subjected to realistic fire scenarios | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.1016/j.compstruc.2015.06.003 | |
dc.relation.projectID | info:eu-repo/grantAgreement/MICINN//BIA2011-27104/ES/DEFINICION DE CONDICIONES DE MONITORIZACION, ENCAPSULADO Y FIJACION DE SENSORES OPTICOS PARA MEDIR TEMPERATURAS Y DEFORMACIONES EN ESTRUCTURAS SOMETIDAS A ALTAS TEMPERATURAS/ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/UPV//PAID-06-11/ | es_ES |
dc.rights.accessRights | Abierto | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó | es_ES |
dc.description.bibliographicCitation | Peris-Sayol, G.; Paya-Zaforteza, I.; Alós Moya, J.; Hospitaler Pérez, A. (2015). Analysis of the influence of geometric, modeling and environmental parameters on the fire response of steel bridges subjected to realistic fire scenarios. Computers and Structures. 158:333-345. https://doi.org/10.1016/j.compstruc.2015.06.003 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | http://dx.doi.org/10.1016/j.compstruc.2015.06.003 | es_ES |
dc.description.upvformatpinicio | 333 | es_ES |
dc.description.upvformatpfin | 345 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 158 | es_ES |
dc.relation.senia | 293279 | es_ES |
dc.contributor.funder | Ministerio de Ciencia e Innovación | es_ES |
dc.contributor.funder | Universitat Politècnica de València | es_ES |