Investigation of the Earthquake Behavior of Historical Erzincan Çadurcu Bath and the Reasons for Its Persistence Until Today

ArticleAçık Erişim

Özet

In this study, the earthquake behaviour of the historical cadurcu Bath in Erzincan, which is located on the North Anatolian Fault, the most active fault line of Turkey, was investigated. This historical masonry structure has preserved its structural integrity despite being exposed to two earthquakes of magnitude 7.8 in 1939 and 6.7 in 1992. In accordance with the architectural survey studies, the historical building was modelled. According to the results of response spectrum analysis, stress and displacement distributions and modal characteristic parameters of the structure were evaluated. When the analysis results of the models created with the solid model technique and the shell model technique are compared, it is concluded that the shell modelling technique is safe in such studies, considering the analysis time and modelling difficulty. According to the results of the analyses, considering the stress distribution in the historical building elements, it is seen that the configuration characteristics of historical masonry structures are important in earthquake resistance like other building systems.

Anahtar Kelimeler

RDL Kalıcı Bağlantı (PID)
https://rdlopen.rawdatalibrary.net/r/ebyu/16980Resmi atıflarda kullanılan kalıcı adres
DOI
https://doi.org/10.2339/politeknik.1407217Yayıncı resmi DOI adresi
Tam Kayıt
AlanDeğerDil
dc.contributor.authorGuncu, Arzu
dc.contributor.authorSoyluk, Asena
dc.contributor.authorCelik, Alper
dc.contributor.authorMutlu, Erkan Okay
dc.date.accessioned2026-10-18T20:41:11.315055501Z
dc.date.available2026-10-18T20:41:11.315055501Z
dc.date.issued2024
dc.description.abstractIn this study, the earthquake behaviour of the historical cadurcu Bath in Erzincan, which is located on the North Anatolian Fault, the most active fault line of Turkey, was investigated. This historical masonry structure has preserved its structural integrity despite being exposed to two earthquakes of magnitude 7.8 in 1939 and 6.7 in 1992. In accordance with the architectural survey studies, the historical building was modelled. According to the results of response spectrum analysis, stress and displacement distributions and modal characteristic parameters of the structure were evaluated. When the analysis results of the models created with the solid model technique and the shell model technique are compared, it is concluded that the shell modelling technique is safe in such studies, considering the analysis time and modelling difficulty. According to the results of the analyses, considering the stress distribution in the historical building elements, it is seen that the configuration characteristics of historical masonry structures are important in earthquake resistance like other building systems.
dc.identifier.doi10.2339/politeknik.1407217
dc.identifier.eissn2147-9429
dc.identifier.endpage2078
dc.identifier.issn1302-0900
dc.identifier.issue6
dc.identifier.startpage2069
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/ebyu/16980
dc.identifier.volume27
dc.identifier.wosWOS:001193273300001
dc.language.isoen
dc.publisherGAZI UNIV
dc.relation.ispartofJOURNAL OF POLYTECHNIC-POLITEKNIK DERGISI
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectHistorical bath
dc.subjectmasonry building
dc.subjectdynamic behavior
dc.subjectfinite element analysis
dc.subjectbuilding configuration
dc.subjectEngineering, Multidisciplinary
dc.subjectEngineering
dc.titleInvestigation of the Earthquake Behavior of Historical Erzincan Çadurcu Bath and the Reasons for Its Persistence Until Today
dc.typeArticle
dspace.entity.typePublication
rdl.citation.trdizin0
rdl.citation.wos3
rdl.departmentGAZİ ÜNİVERSİTESİ
rdl.departmentANKARA ÜNİVERSİTESİ
rdl.departmentERZİNCAN BİNALİ YILDIRIM ÜNİVERSİTESİ
rdl.departmentKIRIKKALE ÜNİVERSİTESİ
rdl.oa.statusgold
rdl.source.indexWOS
rdl.source.indexTRDIZIN
rdl.wos.indexEmerging Sources Citation Index (ESCI)