Damping identification in a stress-ribbon footbridge

Detalhes bibliográficos
Autor(a) principal: Álvaro Cunha
Data de Publicação: 2005
Outros Autores: Elsa Caetano, Carlos Moutinho, Filipe Magalhães
Tipo de documento: Livro
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/10216/71420
Resumo: This 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.
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spelling Damping identification in a stress-ribbon footbridgeThis 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.20052005-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/bookapplication/pdfhttps://hdl.handle.net/10216/71420engÁlvaro CunhaElsa CaetanoCarlos MoutinhoFilipe Magalhãesinfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-11-29T12:48:07Zoai:repositorio-aberto.up.pt:10216/71420Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T23:27:07.457331Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Damping identification in a stress-ribbon footbridge
title Damping identification in a stress-ribbon footbridge
spellingShingle Damping identification in a stress-ribbon footbridge
Álvaro Cunha
title_short Damping identification in a stress-ribbon footbridge
title_full Damping identification in a stress-ribbon footbridge
title_fullStr Damping identification in a stress-ribbon footbridge
title_full_unstemmed Damping identification in a stress-ribbon footbridge
title_sort Damping identification in a stress-ribbon footbridge
author Álvaro Cunha
author_facet Álvaro Cunha
Elsa Caetano
Carlos Moutinho
Filipe Magalhães
author_role author
author2 Elsa Caetano
Carlos Moutinho
Filipe Magalhães
author2_role author
author
author
dc.contributor.author.fl_str_mv Álvaro Cunha
Elsa Caetano
Carlos Moutinho
Filipe Magalhães
description This 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.
publishDate 2005
dc.date.none.fl_str_mv 2005
2005-01-01T00:00:00Z
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status_str publishedVersion
dc.identifier.uri.fl_str_mv https://hdl.handle.net/10216/71420
url https://hdl.handle.net/10216/71420
dc.language.iso.fl_str_mv eng
language eng
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