Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/94075
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dc.creatorElsa Caetano
dc.creatorÁlvaro Cunha
dc.date.accessioned2019-02-05T00:33:00Z-
dc.date.available2019-02-05T00:33:00Z-
dc.date.issued2004
dc.identifier.issn1464-4177
dc.identifier.othersigarra:65956
dc.identifier.urihttps://repositorio-aberto.up.pt/handle/10216/94075-
dc.description.abstractThis paper describes the experimental and numerical study of the dynamic behaviour of a stress-ribbon footbridgeconstructed at the campus of the Faculty of Engineering of the University of Porto, Portugal. This bridge has notdisplayed any vibration problem, as yet, but significant levels of vertical oscillation have been observed underpedestrian use. Therefore, a site observation programme was developed in order to assess the main dynamiccharacteristics and levels of vibration of the bridge, to compare them with limit values recommended by structuralcodes, and to validate a numerical model to be used in predicting the bridge response under extreme loadings.
dc.language.isoeng
dc.rightsrestrictedAccess
dc.subjectCiências Físicas, Engenharia civil
dc.subjectPhysical sciences, Civil engineering
dc.titleExperimental and Numerical Assessment of the Dynamic Behaviour of a Stress-Ribbon Bridge
dc.typeArtigo em Revista Científica 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 Revista Científica Internacional

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