Publication:
Determination of Modal Parameters of Historical Masonry Minarets by Using Operational Modal Analysis

dc.authorscopusid6506359290
dc.authorscopusid57189090432
dc.authorscopusid55793146000
dc.contributor.authorHacıefendioğlu, K.
dc.contributor.authorDemir, G.
dc.contributor.authorAlpaslan, E.
dc.date.accessioned2020-06-21T09:42:33Z
dc.date.available2020-06-21T09:42:33Z
dc.date.issued2016
dc.departmentOndokuz Mayıs Üniversitesien_US
dc.department-temp[Hacıefendioğlu] Kemal, Department of Civil Engineering, Ondokuz Mayis Üniversitesi, Samsun, Turkey; [Demir] Go¨khan, Department of Civil Engineering, Ondokuz Mayis Üniversitesi, Samsun, Turkey; [Alpaslan] Emre, Department of Civil Engineering, Ondokuz Mayis Üniversitesi, Samsun, Turkeyen_US
dc.description.abstractThis study conducted to investigation of modal parameters (such as mode shapes, modal frequencies) of a masonry type historical minaret by performing numerical and experimental analyses. Operational Modal Analysis (OMA) Technique is used for experimental study to obtain modal parameters of historical masonry minarets. For this purpose, Bu¨yu¨k Mosque located in Samsun, Turkey, was chosen for the experimental analysis. The Frequency Domain Decomposition (FDD) method is utilized to identify the natural frequencies and mode shapes experimentally. ANSYS software is used to carry out 3D finite element modelling of the historical masonry minaret and determine the natural frequencies and mode shapes of the minaret analytically. Furthermore, the finite element model of the minaret is calibrated according to the experimental results by using the Response Surface based finite element (FE) model calibration technique to obtain more accurate results of the modal parameters of the structure. The results of experimental, initial and calibrated finite element model were compared to each other. It can be noticed significant differences when comparing the results of the experimental and analytical with the initial conditions. Model calibration techniques are necessary to obtain more reasonable finite element model. © Avestia Publishing, 2016.en_US
dc.identifier.doi10.11159/icsenm16.104
dc.identifier.isbn9781927877999
dc.identifier.isbn9781990800528
dc.identifier.isbn9781927877296
dc.identifier.isbn9781927877906
dc.identifier.isbn9781990800184
dc.identifier.isbn9781927877180
dc.identifier.isbn9781990800351
dc.identifier.issn2371-5294
dc.identifier.scopus2-s2.0-85045072013
dc.identifier.scopusqualityQ4
dc.identifier.urihttps://doi.org/10.11159/icsenm16.104
dc.language.isoenen_US
dc.publisherAvestia Publishing info@avestia.comen_US
dc.relation.ispartofWorld Congress on Civil, Structural, and Environmental Engineeringen_US
dc.relation.journalWorld Congress on Civil, Structural, and Environmental Engineeringen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectFinite Element Model Calibrationen_US
dc.subjectFrequency Domain Decompositionen_US
dc.subjectHistorical Masonry Minareten_US
dc.subjectOperational Modal Analysisen_US
dc.titleDetermination of Modal Parameters of Historical Masonry Minarets by Using Operational Modal Analysisen_US
dc.typeConference Objecten_US
dspace.entity.typePublication

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