Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/98573
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dc.creatorCarlos Sousa
dc.creatorRui Calçada
dc.creatorAfonso Serra Neves
dc.date.accessioned2019-02-06T15:32:07Z-
dc.date.available2019-02-06T15:32:07Z-
dc.date.issued2010
dc.identifier.othersigarra:62831
dc.identifier.urihttps://repositorio-aberto.up.pt/handle/10216/98573-
dc.description.abstractRailway bridges are subjected to important cyclic loads, which implies that thefatigue strength of these structures must be verified at the design stage. The EN1992-1-1provides a procedure for fatigue verification of concrete structures. Additional informationregarding the fatigue behaviour of railway bridges is given by the European codesEN1992-2 and EN1991-2. However, some specificities of the fatigue behaviour of thesestructures are not covered by these documents. This paper discusses such specificities andproposes a possible approach to be followed in the fatigue verification of railway bridgedecks. Some incoherencies in the design rules provided by the Eurocodes are alsodiscussed. Possible improvements of these standards are suggested.
dc.language.isoeng
dc.relation.ispartofFirst International Workshop Design of Concrete Structures using EN 1992-1-1
dc.rightsrestrictedAccess
dc.subjectEngenharia civil
dc.subjectCivil engineering
dc.titleFatigue verification of a railway bridge deck according to the EN1992-1-1
dc.typeArtigo em Livro de Atas de Conferência Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.subject.fosCiências da engenharia e tecnologias::Engenharia civil
dc.subject.fosEngineering and technology::Civil engineering
Appears in Collections:FEUP - Artigo em Livro de Atas de Conferência Internacional

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