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dc.contributor.authorKasimzade A.A.
dc.contributor.authorTuhta S.
dc.date.accessioned2020-06-21T09:27:16Z
dc.date.available2020-06-21T09:27:16Z
dc.date.issued2007
dc.identifier.isbn9.78879E+12
dc.identifier.urihttps://hdl.handle.net/20.500.12712/3982
dc.descriptionAarhus School of Engineering;Bruel and Kjaeren_US
dc.description2nd International Operational Modal Analysis Conference, IOMAC 2007 -- 30 April 2007 through 2 May 2007 -- Copenhagen -- 106988en_US
dc.description.abstractShown the eigensensitivity-based finite element model updating and given its application to four storey space steel frame structure. The monitoring, experimental details and data-processing techniques, determination of dynamic characteristics are described. Finite element model of the structure was evaluated as a primer numerical model. The output-only modal identification results were used to update a finite element model of the building. Parameters of the starting finite element model were modified using an automated procedure to improve the correlation between measured and calculated modal parameters. Mention structure was build for the testing with aim comparing several identification techniques (including ambient vibration) and other various structural engineering research studies.en_US
dc.language.isoengen_US
dc.publisherAalborg Universityen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.titleAmbient vibration analysis of steel structureen_US
dc.typeconferenceObjecten_US
dc.contributor.departmentOMÜen_US
dc.relation.journalProceedings of the 2nd International Operational Modal Analysis Conference, IOMAC 2007en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US


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