Seismic Assessment of the Historical Sutlu Minaret Mosque

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dc.authoridMaras, Muslum Murat/0000-0002-6324-207X
dc.authoridAYAZ, Yaşar/0000-0002-1089-0700
dc.authoridÖZMEN, ALPER/0000-0003-1335-3780
dc.authorwosidSAYIN, Erkut/V-8228-2018
dc.authorwosidMaras, Muslum Murat/ABG-7987-2020
dc.authorwosidAYAZ, Yaşar/ABG-8694-2020
dc.authorwosidÖZMEN, ALPER/R-8078-2018
dc.contributor.authorMaras, Muslum Murat
dc.contributor.authorOzmen, Alper
dc.contributor.authorSayin, Erkut
dc.contributor.authorAyaz, Yasar
dc.date.accessioned2024-08-04T20:51:54Z
dc.date.available2024-08-04T20:51:54Z
dc.date.issued2022
dc.departmentİnönü Üniversitesien_US
dc.description.abstractHistorical masonry structures that connecting the past to the present have great importance because they represent the experiences and characteristics of various cultures. Therefore, the protection of historical structures is important. In this study, the structural response of the historical masonry Mosque was evaluated through dynamic analyses. For this purpose, the Sutlu Minaret Mosque which is located in Malatya, Turkey, was investigated. The three-dimensional model of the historical mosque was generated with ANSYS software. The material properties of the mosque were obtained with experimental tests. The time history analyses were used to obtain the seismic behavior of masonry mosque. In the time history analyses, six different strong ground motion records, including the 2020 Elazig earthquake, were used. After the analysis, displacement and stress values in the mosque were given. The absolute peak displacement value among these earthquake records was obtained from the 1999 Duzce earthquake and the highest principal compressive and tensile stress values were determined for the 2010 Darfield earthquake. Also, the crack regions which occurred in the mosque after the 2020 Elazig earthquake were compared with the dynamic analysis result of the 2020 Elazig earthquake. The crack regions formed after the Elazig earthquake are similar to the possible crack regions formed after the dynamic analysis.en_US
dc.identifier.doi10.3311/PPci.19400
dc.identifier.endpage459en_US
dc.identifier.issn0553-6626
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-85128391224en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage445en_US
dc.identifier.urihttps://doi.org/10.3311/PPci.19400
dc.identifier.urihttps://hdl.handle.net/11616/100607
dc.identifier.volume66en_US
dc.identifier.wosWOS:000747975200001en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherBudapest Univ Technology Economicsen_US
dc.relation.ispartofPeriodica Polytechnica-Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjecthistorical masonry mosqueen_US
dc.subjecttime history analysisen_US
dc.subjectfinite element analysesen_US
dc.subjectstructural assessmenten_US
dc.titleSeismic Assessment of the Historical Sutlu Minaret Mosqueen_US
dc.typeArticleen_US

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