Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/71420
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dc.creatorÁlvaro Cunha
dc.creatorElsa Caetano
dc.creatorCarlos Moutinho
dc.creatorFilipe Magalhães
dc.date.accessioned2019-02-01T01:55:07Z-
dc.date.available2019-02-01T01:55:07Z-
dc.date.issued2005
dc.identifier.othersigarra:60116
dc.identifier.urihttps://repositorio-aberto.up.pt/handle/10216/71420-
dc.description.abstractThis paper describes the different types of dynamic tests (hammer, shaker, free and ambient vibration tests) recently performed on the stress-ribbon footbridge of FEUP Campus, with the purpose of achieving an accurate identification of the most significant modal parameters, getting better sensitivity with regard to the advantages and drawbacks associated to the application of the alternative identification techniques employed. Due to the enormous influence that damping has on the structural simulated response under pedestrian loads, particular attention has been dedicated to the identification of modal damping factors.
dc.language.isoeng
dc.relation.ispartofStructural Dynamics - EURODYN 2005, Vols 1-3
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-nc/4.0/
dc.titleDamping identification in a stress-ribbon footbridge
dc.typeArtigo em Livro de Atas de Conferência Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.identifier.authenticusP-000-6SP
Appears in Collections:FEUP - Artigo em Livro de Atas de Conferência Internacional

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