Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/8853
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dc.contributor.authorCeylan, Hasanen_US
dc.contributor.authorTuran, Gürsoyen_US
dc.contributor.authorHızal, Çağlayanen_US
dc.date.accessioned2020-07-18T08:34:03Z-
dc.date.available2020-07-18T08:34:03Z-
dc.date.issued2020-08en_US
dc.identifier.issn0732-8818-
dc.identifier.issn1747-1567-
dc.identifier.urihttps://doi.org/10.1007/s40799-020-00365-w-
dc.identifier.urihttps://hdl.handle.net/11147/8853-
dc.description.abstractOne-time operational modal analysis (OMA) of large civil structures requires measurements of the vibrations, which, according to the number of channels to be measured, are generally expensive and arduous to obtain. In this study, identification of modal parameters of civil structures has been investigated by using multiple setups with a roving reference channel. In this manner, a limited amount of equipment becomes sufficient for OMA of structures. The procedure consists of a transformation function between measurement setups, which transforms all measured data to the time frame of a selected reference setup. To illustrate the procedure, an existing 10 story laboratory shear frame model is considered. A numerical and an experimental investigation have been carried out to identify its modal characteristics. The validity of the procedure has been explained in detail by making use of a coherence function in-between the multi-setup measurements. According to the results, OMA by using only a few sensors with the performed procedure can be equivalent to OMA by using a full measurement setup. Against a common believe, the results of this study reveal that synchronization among the setups does not prominently affect the identification results.en_US
dc.language.isoenen_US
dc.publisherSpringer Verlagen_US
dc.relation.ispartofExperimental Techniquesen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectData mergingen_US
dc.subjectTime synchronizationen_US
dc.subjectMultiple setupsen_US
dc.subjectNExT-ERAen_US
dc.titlePre-identification data merging for multiple setup measurements with roving referencesen_US
dc.typeArticleen_US
dc.authorid0000-0003-4817-0351en_US
dc.authorid0000-0002-9783-6511en_US
dc.institutionauthorCeylan, Hasan-
dc.institutionauthorTuran, Gürsoy-
dc.institutionauthorHızal, Çağlayan-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume44-
dc.identifier.issue4-
dc.identifier.startpage435-
dc.identifier.endpage456-
dc.identifier.wosWOS:000521871000001en_US
dc.identifier.scopus2-s2.0-85082970334en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1007/s40799-020-00365-w-
dc.relation.doi10.1007/s40799-020-00365-wen_US
dc.coverage.doi10.1007/s40799-020-00365-wen_US
dc.identifier.wosqualityQ4-
dc.identifier.scopusqualityQ3-
item.languageiso639-1en-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.grantfulltextopen-
item.cerifentitytypePublications-
item.fulltextWith Fulltext-
item.openairetypeArticle-
crisitem.author.dept03.03. Department of Civil Engineering-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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