Block masonry equation-based model updating of a masonry minaret and seismic performance evaluation

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dc.authoridÖzdemir, Engin/0000-0002-6043-0403
dc.authorwosidÖzdemir, Engin/ABG-7954-2020
dc.contributor.authorOnat, Onur
dc.contributor.authorToy, Ahmet Tugrul
dc.contributor.authorOzdemir, Engin
dc.date.accessioned2024-08-04T20:53:42Z
dc.date.available2024-08-04T20:53:42Z
dc.date.issued2023
dc.departmentİnönü Üniversitesien_US
dc.description.abstractThis paper investigates a masonry minaret's current condition and seismic performance, namely Alacakapi Mir-Alay Sah Ali Bey (The short form is Alacakapi Minaret). Two prayer halls surround the Alacakapi minaret. One of these prayer halls was severely damaged by the Sivrice-Elazig earthquake on January 24, 2020. The other prayer hall is moderately damaged and still waiting for restoration and reinforcing solutions. The severely damaged hall was demolished. Due to the demolished hall, boundary conditions and clear height changed. Two surfaces are considered to be fixed supports. One is the bottom side, and the other is the vertical side. To determine the current condition of the minaret, first, dynamic identification is conducted by five accelerometers. Then destructive and non-destructive tests were performed to determine material properties. After that, a solid model was generated, and model calibration was conducted. Eight different formulations were considered for the model calibration proposed in the literature, reflecting a homogenized material approach that includes brick-and-mortar units. Three different mortar strengths were considered to obtain the best material properties that demonstrate the actual situation of the minaret. Local damage is realized when comparing the finite element model and operational modal analysis results. Finally, six different earthquake records were selected to determine the seismic response of Alacakapi Minaret to determine vulnerable locations for retrofit solutions.en_US
dc.description.sponsorshipScientific Research Projects Committee of Inonu University [FBG-2021-2566]en_US
dc.description.sponsorshipAcknowledgementsThe experimental part of this study was partially supported by Scientific Research Projects Committee of Inonu University, Malatya, Turkiye (Project no: FBG-2021-2566). Their support was gratefully acknowledged.en_US
dc.identifier.doi10.1007/s13349-023-00703-7
dc.identifier.endpage1241en_US
dc.identifier.issn2190-5452
dc.identifier.issn2190-5479
dc.identifier.issue6-7en_US
dc.identifier.scopus2-s2.0-85159039765en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage1221en_US
dc.identifier.urihttps://doi.org/10.1007/s13349-023-00703-7
dc.identifier.urihttps://hdl.handle.net/11616/101344
dc.identifier.volume13en_US
dc.identifier.wosWOS:000986491600002en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSpringer Heidelbergen_US
dc.relation.ispartofJournal of Civil Structural Health Monitoringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAlacakapi minareten_US
dc.subjectMasonry minareten_US
dc.subjectSeismic performanceen_US
dc.subjectDynamic identificationen_US
dc.titleBlock masonry equation-based model updating of a masonry minaret and seismic performance evaluationen_US
dc.typeArticleen_US

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