Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/94516
Full metadata record
DC FieldValueLanguage
dc.creatorFilipe Magalhães
dc.creatorÁlvaro Cunha
dc.creatorElsa Caetano
dc.date.accessioned2022-09-15T04:46:18Z-
dc.date.available2022-09-15T04:46:18Z-
dc.date.issued2009
dc.identifier.othersigarra:63379
dc.identifier.urihttps://hdl.handle.net/10216/94516-
dc.description.abstract: In order to evaluate the usefulness of approaches based on modal parameters tracking for Structural Health Monitoring of bridges, on September of 2007 a dynamic monitoring system with 12 accelerometers was installed on a concrete arch bridge that spans 280m over the Douro River at the city of Porto, in Portugal. This paper characterizes the bridge and its modal parameters (identified with an ambient vibration test), describes the monitoring hardware and the implemented software, reports the results obtained with the algorithms developed for the modal parameters automatic identification and characterizes the influence of the environmental temperature and traffic intensity on the identified modal parameters.
dc.language.isoeng
dc.relation.ispartof4th International Conference on Structural Health Monitoring on Intelligent Infrastructure (SHMII-4)
dc.rightsrestrictedAccess
dc.subjectOutras ciências da engenharia e tecnologias
dc.subjectOther engineering and technologies
dc.titleOne-year dynamic monitoring of a bridge: Modal parameters tracking under the influence of environmental effects
dc.typeArtigo em Livro de Atas de Conferência Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.identifier.authenticusP-00G-0C3
dc.subject.fosCiências da engenharia e tecnologias::Outras ciências da engenharia e tecnologias
dc.subject.fosEngineering and technology::Other engineering and technologies
Appears in Collections:FEUP - Artigo em Livro de Atas de Conferência Internacional

Files in This Item:
File Description SizeFormat 
63379.pdf
  Restricted Access
515.7 kBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.