Mimar Sinan Güzel Sanatlar Üniversitesi Açık Bilim, Sanat Arşivi

Açık Bilim, Sanat Arşivi, Mimar Sinan Güzel Sanatlar Üniversitesi tarafından doğrudan ve dolaylı olarak yayınlanan; kitap, makale, tez, bildiri, rapor gibi tüm akademik kaynakları uluslararası standartlarda dijital ortamda depolar, Üniversitenin akademik performansını izlemeye aracılık eder, kaynakları uzun süreli saklar ve yayınların etkisini artırmak için telif haklarına uygun olarak Açık Erişime sunar.

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dc.contributor.authorGunes, Baris
dc.contributor.authorCosgun, Turgay
dc.contributor.authorSayin, Baris
dc.contributor.authorCeylan, Oguz
dc.date.accessioned2025-01-09T20:14:29Z
dc.date.available2025-01-09T20:14:29Z
dc.date.issued2019
dc.identifier.issn1350-6307
dc.identifier.issn1873-1961
dc.identifier.urihttps://doi.org/10.1016/j.engfailanal.2019.06.065
dc.identifier.urihttps://hdl.handle.net/20.500.14124/9099
dc.description.abstractThe objective of this study, which consists of a pair of articles, is the structural rehabilitation of a vaulted ruin located on the historical peninsula of Istanbul, dated to the Middle Byzantine period, and a masonry building constructed at a later date on top of the structure. The present article, which constitutes the first part of the study, examined the seismic performances of the historical ruin structure considering the states; (i) before the construction of the masonry building, (ii) after the construction of the masonry building and (iii) after the strengthening of the masonry building. Fieldwork and numerical analyses were conducted to this end. In this study, initially, the situations where the masonry building is present or not were compared, and the effects of the construction of masonry building on the seismic performance of the historical ruin structure are investigated. Then, the effect of the strengthening application on the masonry building to the historical ruin structure is revealed. For all of the three cases, the seismic strength of the historical ruin structure is found to be insufficient. The masonry building, which was built on the ruin in a later period caused a significant increase in the stresses and their distribution. A strengthening methodology to be applied to the historical ruin structure before the strengthening of the masonry building is proposed for the historical ruin structure to achieve its sufficient seismic strength. The findings of the study are significant in terms demonstrating the interaction between historical ruins and buildings constructed above them, and in defining the necessary strengthening applications required to achieve seismic safety in such structures. In addition, the primary motivation of the study is to present the necessary structural precautions needed for the preservation of ruins dated to the Middle Byzantine period through the structural analysis.en_US
dc.language.isoengen_US
dc.publisherPergamon-Elsevier Science Ltden_US
dc.relation.ispartofEngineering Failure Analysisen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectMiddle byzantine eraen_US
dc.subjectRuined structureen_US
dc.subjectMasonry buildingen_US
dc.subjectSeismic evaluationen_US
dc.subjectStrengthening proposalen_US
dc.titleStructural rehabilitation of a Middle Byzantine ruin and the masonry building constructed above the ruin. Part I: The ruinen_US
dc.typearticleen_US
dc.authoridCosgun, Turgay/0000-0002-5744-2040
dc.authoridSayin, Baris/0000-0002-2437-1709
dc.authoridGunes, Baris/0000-0003-1747-001X
dc.departmentMimar Sinan Güzel Sanatlar Üniversitesien_US
dc.identifier.doi10.1016/j.engfailanal.2019.06.065
dc.identifier.volume105en_US
dc.identifier.startpage503en_US
dc.identifier.endpage517en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.wosqualityQ1
dc.identifier.wosWOS:000496188200039
dc.identifier.scopus2-s2.0-85068923836
dc.identifier.scopusqualityQ1
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.snmzKA_20250105


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