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dc.contributor.authorTuhta, Sertac
dc.date.accessioned2020-06-21T12:27:33Z
dc.date.available2020-06-21T12:27:33Z
dc.date.issued2019
dc.identifier.issn2092-7614
dc.identifier.issn2092-7622
dc.identifier.urihttps://doi.org/10.12989/eas.2019.16.3.321
dc.identifier.urihttps://hdl.handle.net/20.500.12712/10942
dc.descriptionWOS: 000462051300006en_US
dc.description.abstractThis study investigated the possibility of using the recorded micro tremor data on ground level as ambient vibration input excitation data for investigation and application Operational Modal Analysis (OMA) on the bench-scale earthquake simulator (The Quanser Shake Table) for model chimney. As known OMA methods (such as EFDD, SSI and so on) are supposed to deal with the ambient responses. For this purpose, analytical and experimental modal analysis of a model chimney for dynamic characteristics was performed. 3D Finite element model of the chimney was evaluated based on the design drawing. Ambient excitation was provided by shake table from the recorded micro tremor ambient vibration data on ground level. Enhanced Frequency Domain Decomposition is used for the output only modal identification. From this study, best correlation is found between mode shapes. Natural frequencies and analytical frequencies in average (only) 1.996% are different.en_US
dc.language.isoengen_US
dc.publisherTechno-Pressen_US
dc.relation.isversionof10.12989/eas.2019.16.3.321en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectexperimental modal analysisen_US
dc.subjectchimneyen_US
dc.subjectmodal parameteren_US
dc.subjectEFDDen_US
dc.subjectshake tableen_US
dc.titleOMA of model chimney using Bench-Scale earthquake simulatoren_US
dc.typearticleen_US
dc.contributor.departmentOMÜen_US
dc.identifier.volume16en_US
dc.identifier.issue3en_US
dc.identifier.startpage321en_US
dc.identifier.endpage327en_US
dc.relation.journalEarthquakes and Structuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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