Damping identification in a stress-ribbon footbridge

Bibliographic Details
Main Author: Álvaro Cunha
Publication Date: 2005
Other Authors: Elsa Caetano, Carlos Moutinho, Filipe Magalhães
Format: Book
Language: eng
Source: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Download full: https://hdl.handle.net/10216/71420
Summary: 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:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2025-02-27T16:57:48Zoai:repositorio-aberto.up.pt:10216/71420Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T21:58:32.068677Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse
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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url https://hdl.handle.net/10216/71420
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