Soil-structure interaction analysis of Celebiaga Mosque, Pertek-Turkiye

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dc.contributor.authorYildiz, Ozgur
dc.contributor.authorDogan, Ebru
dc.date.accessioned2026-06-19T06:36:33Z
dc.date.available2026-06-19T06:36:33Z
dc.date.issued2022
dc.departmentMalatya Turgut Özal Üniversitesi
dc.description.abstractAfter the construction of the Keban Dam, some settlements with historical, cultural, and natural value were flooded. A scientific committee consisting of academicians and public authorities decided to the relocation of the buildings including the historical Celebiaga Mosque. In this study, the seismic soil-structure interaction analysis of the historical Celebiaga Mosque, which was dismantled and reconstructed in a separate region due to the construction of the Keban Dam was carried out. The analysis of the masonry mosque was performed with the SAP2000 finite element analysis software. The Winkler foundation model was used to idealize the soil environment on which the historical mosque was built. The effects of soil-structure interaction on historical masonry mosque were examined in terms of transmitted acceleration, response spectra, and lateral displacement at various heights of the structure. Depending on the results of the analysis, the effects of soil-structure interaction of a reconstructed historical masonry building were investigated. PGA was obtained as 0.51g at the flag level of the minaret under the Kocaeli earthquake and 0.94g under the Sivrice earthquake. Again, the maximum horizontal displacements of the minaret at the flag level were obtained as 11 cm and 8.5 cm under the Kocaeli and Sivrice earthquakes. The behavior of historical masonry structures under earthquake loads has been interpreted by considering the geological conditions.
dc.identifier.doi10.7764/RDLC.21.3.749
dc.identifier.endpage766
dc.identifier.issn0718-915X
dc.identifier.issue3
dc.identifier.orcid0000-0002-3684-3750
dc.identifier.scopus2-s2.0-85150810369
dc.identifier.scopusqualityN/A
dc.identifier.startpage749
dc.identifier.urihttps://doi.org/10.7764/RDLC.21.3.749
dc.identifier.urihttps://hdl.handle.net/20.500.12899/5030
dc.identifier.volume21
dc.identifier.wosWOS:000973043400019
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherPontificia Univ Catolica Chile, Escuela Construccion Civil
dc.relation.ispartofRevista de la Construccion
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.relation.sdgdc.relation.sdg
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WOS_20260612
dc.subjectMasonry Structure
dc.subjectRelocation
dc.subjectEarthquake
dc.subjectSoil-Structure Interaction
dc.subjectSap2000
dc.titleSoil-structure interaction analysis of Celebiaga Mosque, Pertek-Turkiye
dc.typeArticle

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