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Analytical and Experimental Modal Analysis of a Model Cold Formed Steel (CFS) Structures Using Microtremor Excitation

dc.authorscopusid55621227800
dc.authorscopusid55620217700
dc.authorscopusid57213413796
dc.authorscopusid57213413742
dc.contributor.authorKasimzade, A.A.
dc.contributor.authorTuhta, Sertac
dc.contributor.authorAtmaca, G.
dc.contributor.authorOzdemir, S.
dc.date.accessioned2020-06-21T09:43:31Z
dc.date.available2020-06-21T09:43:31Z
dc.date.issued2018
dc.departmentOndokuz Mayıs Üniversitesien_US
dc.department-temp[Kasimzade] Azer Arastun, Department of Civil Engineering, Ondokuz Mayis Üniversitesi, Samsun, Turkey; [Tuhta] Sertaç, Department of Civil Engineering, Ondokuz Mayis Üniversitesi, Samsun, Turkey; [Atmaca] Gencay, Department of Civil Engineering, Ondokuz Mayis Üniversitesi, Samsun, Turkey; [Ozdemir] Sevda, Department of Civil Engineering, Ondokuz Mayis Üniversitesi, Samsun, Turkeyen_US
dc.description.abstractIn this study was 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 cold formed steel (cfs) structures. 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 (cfs) structure for dynamic characteristics was evaluated. 3D Finite element model of the building was evaluated for the model (cfs) structure 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) 2.99% are differences. © Springer International Publishing AG.en_US
dc.identifier.doi10.1007/978-3-319-93157-9_9
dc.identifier.endpage231en_US
dc.identifier.isbn9783319931562
dc.identifier.isbn9783319931579
dc.identifier.scopus2-s2.0-85077784001
dc.identifier.startpage217en_US
dc.identifier.urihttps://doi.org/10.1007/978-3-319-93157-9_9
dc.language.isoenen_US
dc.publisherSpringer International Publishingen_US
dc.relation.journalSeismic Isolation, Structural Health Monitoring, and Performance Based Seismic Design in Earthquake Engineering: Recent Developmentsen_US
dc.relation.publicationcategoryKitap Bölümü - Uluslararasıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectEFDDen_US
dc.subjectExperimental Modal Analysisen_US
dc.subjectModal Parameteren_US
dc.subjectShake Tableen_US
dc.titleAnalytical and Experimental Modal Analysis of a Model Cold Formed Steel (CFS) Structures Using Microtremor Excitationen_US
dc.typeBook Parten_US
dspace.entity.typePublication

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