Finite element model updating of a historical minaret via operational modal analysis

dc.contributor.authorErcan, Emre
dc.contributor.authorHökelekli, Emin
dc.contributor.authorDemir, Ali
dc.contributor.authorNohutçu, Halil
dc.contributor.authorHökelekli, Emin
dc.date.accessioned2025-10-18T09:16:52Z
dc.date.created2017
dc.date.issued2017
dc.departmentFakülteler, Mühendislik Mimarlık ve Tasarım Fakültesi, İnşaat Mühendisliği Bölümü
dc.description7th International Operational Modal Analysis Conference, IOMAC 2017 -- Ingolstadt -- 128320
dc.descriptionBruel and Kjaer; Dynamic Design Solutions (DDS); Kotter Consulting Engineers; Polytec; Siemens; Structural Vibration Solutions
dc.description.abstractFinite element method is commonly used for analysis of historical structures. However, since material properties of historical structures are evaluated from destructive tests using empirical formulas, this approach makes the results of finite element analysis questionable. In recent years Operational Modal Analysis of historical masonry structures have found great interest because by the help of Operational Modal Analysis, the material parameters and the boundary conditions can be verified and the finite element model can be updated. The updated model is a more realistic model of the historical structures and gives more accurate results. This study describes the results of a model updating study conducted on a historical minaret. For the purposes of developing a 3-D solid model of the minaret; the dimensions, defects and material degradations in the minaret were determined in detail by making a measurement survey. For evaluation of the material properties of the minaret, nondestructive and destructive testing methods were applied. The modal analysis of the structure was done by FEM. Then, Operational Modal Analysis was carried out and dynamic properties were extracted. The results obtained from ambient vibration measurements of the minaret were used to update the finite element model of the minaret. The natural frequencies and corresponding mode shapes were determined from both theoretical and experimental modal analyses and compared with each other. A good harmony was attained between mode shapes, but differences between natural frequencies were observed. Model updating was realized via changing material parameters and boundary conditions. Finally, the more realistic finite element model of the minaret was put forward and the results were discussed. © 2018 Elsevier B.V., All rights reserved.
dc.identifier.endpage145
dc.identifier.scopus2-s2.0-85026308052
dc.identifier.scopusqualityN/A
dc.identifier.startpage142
dc.identifier.urihttps://hdl.handle.net/11772/19483
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherInternational Operational Modal Analysis Conference (IOMAC)
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.relation.sdgGoal-11: Sustainable Cities And Communities
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzScopus_20251016
dc.subjectDynamic Characteristic
dc.subjectHistorical Masonry Minaret
dc.subjectOma
dc.titleFinite element model updating of a historical minaret via operational modal analysis
dc.typeConference Object
dspace.entity.typePublication
relation.isAuthorOfPublicationddf2d272-46f6-43ea-8924-62f9d81775f2
relation.isAuthorOfPublication.latestForDiscoveryddf2d272-46f6-43ea-8924-62f9d81775f2

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