Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/97519
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dc.creatorFernando Marques
dc.creatorÁlvaro Cunha
dc.creatorAntónio Augusto Fernandes
dc.creatorElsa Caetano
dc.creatorFilipe Magalhães
dc.date.accessioned2022-09-06T22:06:48Z-
dc.date.available2022-09-06T22:06:48Z-
dc.date.issued2010
dc.identifier.issn1573-2479
dc.identifier.othersigarra:92606
dc.identifier.urihttps://hdl.handle.net/10216/97519-
dc.description.abstractIn the framework of the national research project 'Evaluation of the structural integrity of metallic railway bridges', the Laboratory of Vibrations and Monitoring of the Faculty of Engineering of the University of Porto, Portugal has recently developed a study concerning the assessment of the dynamic behaviour and fatigue condition of a metallic railway bridge on the international 'Beira Alta' route in Portugal. This paper describes the numerical simulation of the dynamic behaviour of the bridge under railway traffic, the experimental updating and validation of the finite-element model used, and the estimation of the fatigue residual life using different code specifications and the characteristics of real trains crossing over the bridge.
dc.language.isoeng
dc.rightsrestrictedAccess
dc.subjectEngenharia estrutural, Engenharia civil
dc.subjectStructural engineering, Civil engineering
dc.titleEvaluation of dynamic effects and fatigue assessment of a metallic railway bridge
dc.typeArtigo em Revista Científica Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.identifier.doi10.1080/15732470903068904
dc.identifier.authenticusP-003-CZB
dc.subject.fosCiências da engenharia e tecnologias::Engenharia civil
dc.subject.fosEngineering and technology::Civil engineering
Appears in Collections:FEUP - Artigo em Revista Científica Internacional

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