Full-scale structural evaluations of Iskenderpas,a minaret

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dc.authoridDEMIRTAS, Betul/0000-0002-8361-8695
dc.authoridAymelek, Abdullah/0000-0002-9397-7931
dc.contributor.authorAymelek, Abdullah
dc.contributor.authorYanik, Yusuf
dc.contributor.authorDemirtas, Betul
dc.contributor.authorYildirim, Omer
dc.contributor.authorCalik, Ismet
dc.contributor.authorTurker, Temel
dc.date.accessioned2024-10-04T18:51:01Z
dc.date.available2024-10-04T18:51:01Z
dc.date.issued2023
dc.departmentBayburt Üniversitesien_US
dc.description.abstractNowadays, innovative methods have been used for observing and structural evaluating of historical structures. In this paper, it is presented the full-scale structural assessments of a minaret after a Finite Element model calibrating according to vibration test results. Also, the structural behaviours under earthquake and wind loads were identified by considering the environmental effects on the selected masonry minaret of Iskenderpas,a Mosque. First of all, modal analysis was executed on the three-dimensional Finite Element model created according to field survey in ANSYS Workbench. In-situ vibration tests were implemented at different intervals by using developed vibration measurement system. The experimental modal parameters were attained from collected signals. The experimental results were used as reference values in model calibration of this minaret to reflect the existing structural behaviour. Model calibration process was carried out on the initial model both by changing of material properties of masonry wall and by taking into account the interactions with mosque walls and ground. Full-scale structural evaluation was carried out under earthquake and wind loads on both the initial and the calibrated models in the weak direction of this minaret. The top displacements, drift ratios, principal stress values and their distributions were determined. It was shown that the analyses on the calibrated model produce more realistic structural behaviour.en_US
dc.description.sponsorshipOffice of Scientific Research Projects of Karadeniz Technical University [FYL-2022-10134]; Trabzon Regional Directorate, Directorate Gen- eral of Foundationsen_US
dc.description.sponsorshipThis work was supported by Office of Scientific Research Projects of Karadeniz Technical University. Project number: FYL-2022-10134. The authors also thank the Trabzon Regional Directorate, Directorate General of Foundations, for its great contributions to structure information of I ? skenderpasa Mosque Minaret.en_US
dc.identifier.doi10.1016/j.istruc.2023.06.055
dc.identifier.endpage1044en_US
dc.identifier.issn2352-0124
dc.identifier.scopus2-s2.0-85163005719en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage1028en_US
dc.identifier.urihttps://doi.org/10.1016/j.istruc.2023.06.055
dc.identifier.urihttp://hdl.handle.net/20.500.12403/3341
dc.identifier.volume55en_US
dc.identifier.wosWOS:001025982400001en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Science Incen_US
dc.relation.ispartofStructuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectDynamic Evaluationen_US
dc.subjectHistorical Masonry Structuresen_US
dc.subjectIn-situ Testen_US
dc.subjectModal Analysisen_US
dc.subjectModel Calibrationen_US
dc.subjectSeismic Loadsen_US
dc.subjectWind Loadsen_US
dc.titleFull-scale structural evaluations of Iskenderpas,a minareten_US
dc.typeArticleen_US

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