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Operational modal analysis of an eleven-span concrete bridge subjected to weak ambient excitations

dc.contributor.authorChen, Ge-Wei
dc.contributor.authorOmenzetter, Piotr
dc.contributor.authorBeskhyroun, Sherif
dc.contributor.institutionUniversity of Aberdeen.Engineeringen
dc.contributor.institutionUniversity of Aberdeen.Energyen
dc.date.accessioned2018-09-11T23:06:49Z
dc.date.available2018-09-11T23:06:49Z
dc.date.embargoedUntil2018-09-12
dc.date.issued2017-11-15
dc.descriptionPiotr Omenzetter’s work within the LRF Centre for Safety and Reliability Engineering at the University of Aberdeen while working on this paper was supported by Lloyd’s Register Foundation. The Foundation helps to protect life and property by supporting engineering-related education, public engagement and the application of research.en
dc.description.statusPeer revieweden
dc.format.extent22
dc.format.extent4056968
dc.identifier107473409
dc.identifier5da8d16c-0978-47fc-9309-5bb2d75bd7d4
dc.identifier85029582886
dc.identifier.citationChen, G-W, Omenzetter, P & Beskhyroun, S 2017, 'Operational modal analysis of an eleven-span concrete bridge subjected to weak ambient excitations', Engineering Structures, vol. 151, pp. 839-860. https://doi.org/10.1016/j.engstruct.2017.08.066en
dc.identifier.doi10.1016/j.engstruct.2017.08.066
dc.identifier.issn0141-0296
dc.identifier.otherORCID: /0000-0001-9363-4878/work/36727234
dc.identifier.urihttp://hdl.handle.net/2164/11076
dc.identifier.vol151en
dc.language.isoeng
dc.relation.ispartofEngineering Structuresen
dc.subjectambient vibrationsen
dc.subjectbridgesen
dc.subjectmodal identificationen
dc.subjectoperational modal analysisen
dc.subjectsystem identificationen
dc.subjectweak excitationen
dc.subjectTA Engineering (General). Civil engineering (General)en
dc.subject.lccTAen
dc.titleOperational modal analysis of an eleven-span concrete bridge subjected to weak ambient excitationsen
dc.typeJournal articleen

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