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Vibration assessment of railway viaducts under real traffic using bridge-track models

dc.contributor.authorRigueiro, Constança
dc.contributor.authorRebelo, Carlos
dc.contributor.authorSilva, Luís Simões da
dc.date.accessioned2012-07-18T12:06:38Z
dc.date.available2012-07-18T12:06:38Z
dc.date.issued2006
dc.description.abstractThe main purpose of this work is to evaluate and compare the dynamic response of a ballasted single-span simply supported viaduct using available models for the track system composed by the rails, the sleepers and the ballast. The dynamic response obtained from field measurements is used to establish the dynamic characteristics of the structure and the real traffic response acceleration to be used as reference for the comparisons. For the numeric calculations two types of loading model are considered, namely the moving forces model and the interaction bridge/track/vehicle model.por
dc.identifier.citationRIGUEIRO, Constança; REBELO, Carlos; SILVA, Luís Simões da (2006) - Vibration assessment of railway viaducts under real traffic using bridge-track models.In Computacional Methods in Engineering Science. In Computational Methods in Engineering and Science, 10, Hainan, 21-23 Agosto - [S.l.]: Tsinghua University Press. Springer-Verlag. p.1-15por
dc.identifier.urihttp://hdl.handle.net/10400.11/1359
dc.language.isoengpor
dc.peerreviewedyespor
dc.publisherTsinghua University Press. Springer-Verlagpor
dc.subjectRailways viaductspor
dc.subjectHigh speed trainpor
dc.subjectBallasted trackspor
dc.subjectDynamic modelspor
dc.titleVibration assessment of railway viaducts under real traffic using bridge-track modelspor
dc.typeconference object
dspace.entity.typePublication
oaire.citation.conferencePlaceHainanpor
oaire.citation.titleComputational Methods in Engineering and Science. EPMESC Xpor
person.familyNameSimões Rigueiro
person.givenNameMaria Constança
person.identifierM-5424-2014
person.identifier.ciencia-idF013-D911-C3D9
person.identifier.orcid0000-0002-5152-7238
person.identifier.scopus-author-id23973379800
rcaap.rightsopenAccesspor
rcaap.typeconferenceObjectpor
relation.isAuthorOfPublicatione88864de-4335-48ee-b3dd-b214566e6766
relation.isAuthorOfPublication.latestForDiscoverye88864de-4335-48ee-b3dd-b214566e6766

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