Seismic Soil-Structure Interaction of a Masonry Structure: Sungurbey Mosque

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dc.authorid0000-0002-3684-3750en_US
dc.authorid0000-0002-3143-347Xen_US
dc.authorid0000-0003-0303-4057en_US
dc.contributor.authorYıldız, Özgür
dc.contributor.authorDoğan, Ebru
dc.contributor.authorYamak, Fatma Berfin
dc.date.accessioned2022-03-19T17:55:02Z
dc.date.available2022-03-19T17:55:02Z
dc.date.issued2021en_US
dc.departmentMTÖ Üniversitesi, Sanat Tasarım ve Mimarlık Fakültesi, Mimarlık Bölümüen_US
dc.description.abstractIn existing buildings, it may be necessary to repair, adapt, renew, relocate or demolish buildings and building parts that have come to the end of their usage period due to spatial, functional, technical and economic obsolescence. After the necessary applications to extend the service life of buildings, it is of great importance to analyze the dynamic behavior of buildings under soil-structure interaction and earthquake loads and to obtain accurate results. In this study, the seismic soil-structure interaction of the historical Sungur Bey Mosque, which was first built in 1577 but was disassembled, moved and rebuilt in another area (relocated) in order to preserve its historical and cultural values and extend its service life, was examined. The analysis of the masonry structure that survived after the Sivrice (2020) earthquake, where the great loss of life and property occurred, was carried out with the PLAXIS 3D software program. The real record of the Sivrice NS (2020) earthquake was used in dynamic analysis. Local soil properties obtained as a result of field investigation studies were utilized in numerical modeling. Depending on the result of the analyzes, the effects of soil-structure interaction on a reconstructed historical masonry structure were examined. The results obtained from the analysis showed that the local soil conditions have an amplification effect on seismic waves that may induce structural damages in prospective seismic events.en_US
dc.identifier.citationYILDIZ, Ö., Doğan, E., & Yamak, F. B. Seismic Soil-Structure Interaction of a Masonry Structure: Sungurbey Mosque. International Journal of Innovative Engineering Applications, 5(2), 237-249.en_US
dc.identifier.doi10.46460/ijiea.1004627
dc.identifier.endpage249en_US
dc.identifier.issue2en_US
dc.identifier.startpage237en_US
dc.identifier.urihttps://doi.org/10.46460/ijiea.1004627
dc.identifier.urihttps://hdl.handle.net/20.500.12899/712
dc.identifier.volume5en_US
dc.institutionauthorYıldız, Özgür
dc.institutionauthorDoğan, Ebru
dc.institutionauthorYamak, Fatma Berfin
dc.language.isoenen_US
dc.relation.ispartofInternational Journal of Innovative Engineering Applicationsen_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectRelocation, masonry structure, earthquake, soil-structure interaction, PLAXIS 3Den_US
dc.titleSeismic Soil-Structure Interaction of a Masonry Structure: Sungurbey Mosqueen_US
dc.typeArticleen_US

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