DYNAMIC BEHAVIOUR OF HISTORICAL BAYBURT GRAND MOSQUE

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In this study, the locations of the damages that would occur when a historical building was exposed to different earthquakes were determined. The selected building is Bayburt Ulu Mosque located in the city center of Bayburt and it was built by the Anatolian Seljuk Sultan II. Gıyaseddin. This selected historical building is modelled according to the macro modelling technique in the SAP2000 program using the finite element method. Modules of elasticity, poisson's ratio and weight per unit of volume of Bayburt Stone which is used in the mosque are determined by the experiment. Also, the properties of the ground on which the building was built are determined. As earthquake records which recorded on similar grounds, components of DZC180 and DZC270 of 17 August 1999 Kocaeli earthquake, components BOL000 and BOL090 of 12 November 1999 Düzce earthquake and components of ERZE-EW and ERZE-NS of 13 March 1999 Erzincan earthquake are used. In the results of the dynamic analysis made, quantities and locations of the strains that can occur in the historic mosque are determined.

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dc.contributor.authorYurdakul, Muhammet
dc.contributor.authorYilmaz, Fatih
dc.contributor.authorArtar, Musa
dc.date.accessioned2026-10-29T19:10:48.104182477Z
dc.date.available2026-10-29T19:10:48.104182477Z
dc.date.issued2020
dc.description.abstractIn this study, the locations of the damages that would occur when a historical building was exposed to different earthquakes were determined. The selected building is Bayburt Ulu Mosque located in the city center of Bayburt and it was built by the Anatolian Seljuk Sultan II. Gıyaseddin. This selected historical building is modelled according to the macro modelling technique in the SAP2000 program using the finite element method. Modules of elasticity, poisson's ratio and weight per unit of volume of Bayburt Stone which is used in the mosque are determined by the experiment. Also, the properties of the ground on which the building was built are determined. As earthquake records which recorded on similar grounds, components of DZC180 and DZC270 of 17 August 1999 Kocaeli earthquake, components BOL000 and BOL090 of 12 November 1999 Düzce earthquake and components of ERZE-EW and ERZE-NS of 13 March 1999 Erzincan earthquake are used. In the results of the dynamic analysis made, quantities and locations of the strains that can occur in the historic mosque are determined.
dc.description.sponsorshipBayburt Üniversitesi, BÜ, (2017 / 01-69001-08)
dc.description.sponsorshipBayburt Üniversitesi, BÜ
dc.identifier.endpage11
dc.identifier.issn1304-7191
dc.identifier.scopus2-s2.0-85149968829
dc.identifier.startpage1
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/bayburt/13331
dc.identifier.volume11
dc.language.isoen
dc.publisherYildiz Technical University
dc.relation.ispartofSigma Journal of Engineering and Natural Sciences
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectBayburt stone
dc.subjectdynamic analysis
dc.subjectfinite element macro modelling
dc.subjectHistoric buildings
dc.titleDYNAMIC BEHAVIOUR OF HISTORICAL BAYBURT GRAND MOSQUE
dc.typeArticle
rdl.citation.scopus0
rdl.oa.statusclosed
rdl.source.indexSCOPUS