Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/93604
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dc.creatorE. Caetano
dc.creatorA. Cunha
dc.creatorC. Moutinho
dc.creatorMendonça, T.
dc.date.accessioned2019-02-03T03:14:45Z-
dc.date.available2019-02-03T03:14:45Z-
dc.date.issued2006
dc.identifier.othersigarra:64358
dc.identifier.urihttps://repositorio-aberto.up.pt/handle/10216/93604-
dc.description.abstractThis paper describes the methodology followed in the development of a detailed numerical study of the dynamic behavior of the new pedestrian arch bridge of Guarda, in Portugal, in order to predict the levels of vibrations induced by pedestrians and make a preliminary design and efficiency analysis of tuned mass dampers to control the lateral and vertical structural response. © 2006 Taylor & Francis Group.
dc.language.isoeng
dc.relation.ispartofProceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost
dc.rightsrestrictedAccess
dc.subjectEngenharia civil
dc.subjectCivil engineering
dc.titleAnalysis and control of vibrations of Guarda footbridge
dc.typeArtigo em Livro de Atas de Conferência Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.identifier.authenticusP-007-P2B
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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