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dc.contributor.authorAymelek, Abdullah
dc.contributor.authorYanık, Yusuf
dc.contributor.authorDemirtaş, Betül
dc.contributor.authorYildirim, Ömer
dc.contributor.authorÇalik, İsmet
dc.contributor.authorTürker, Temel
dc.date.accessioned2023-07-13T12:26:34Z
dc.date.available2023-07-13T12:26:34Z
dc.date.issued2023en_US
dc.identifier.citationYildirim, Ömer Gümüşhane University, Department of Electrical and Electronic Engineering, Gümüşhane, Turkey Full-scale structural evaluations of İskenderpaşa minaret StructuresVolume 55, Pages 1028 - 1044September 2023en_US
dc.identifier.urihttps://www.sciencedirect.com/science/article/pii/S2352012423008123?via%3Dihub
dc.identifier.urihttps://hdl.handle.net/20.500.12440/5968
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 İskenderpaşa 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. © 2023 Institution of Structural Engineersen_US
dc.language.isoengen_US
dc.publisherElsevier Ltden_US
dc.relation.ispartofStructuresen_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 İskenderpaşa minareten_US
dc.typearticleen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.departmentMeslek Yüksekokulları, Torul Meslek Yüksekokulu, Bilgisayar Teknolojileri Bölümüen_US
dc.authorid0000-0001-6719-7280en_US
dc.identifier.volume55en_US
dc.identifier.startpage1028en_US
dc.contributor.institutionauthorYıldırım, Ömer
dc.identifier.doi10.1016/j.istruc.2023.06.055en_US
dc.identifier.endpage1044en_US
dc.authorwosidHFI-6914-2022en_US
dc.authorscopusid57193721146en_US


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