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.authorCosgun, Turgay
dc.contributor.authorCeylan, Oguz
dc.contributor.authorNasery, Mohammad Manzoor
dc.contributor.authorGuler, Omer
dc.contributor.authorSayin, Baris
dc.contributor.authorUzdil, Oguz
dc.contributor.authorAkcay, Cemil
dc.date.accessioned2025-01-09T20:14:28Z
dc.date.available2025-01-09T20:14:28Z
dc.date.issued2023
dc.identifier.issn2214-5095
dc.identifier.urihttps://doi.org/10.1016/j.cscm.2023.e02087
dc.identifier.urihttps://hdl.handle.net/20.500.14124/9088
dc.description.abstractThe current paper presents all stages of a masonry building restoration including seismic per-formance assessment of the restored building, and a seismic retrofitting proposal accordingly. All these practices were carried out on a historical school building with timber slabs constructed in 1912. The study was composed of six stages: i. Historical research to identify all previous in-terventions in the building, ii. On-site examinations to determine the geometrical and structural properties of the building, iii. Laboratory tests to identify original material properties and determine repair materials, iv. Restoration decision and implementation of the restoration, v. Numerical analyses to assess the seismic performance of the restored building, and vi. Retrofitting proposal. The primary aim of this study is to present a comprehensive guide for seismic perfor-mance assessment and retrofitting approaches for similar buildings. The story shear forces and inter-story drifts of the examined building were obtained by linear and nonlinear analyses and compared with the limit values given in the applicable seismic code; accordingly, the seismic performance of the building was assessed. On the other hand, vertical and lateral bending collapse mechanisms were determined by local analyses. Based on the obtained findings, the building was found to have sufficient displacement capacity; however, failed in shear. Addi-tionally, we believe that the presented restoration practices and seismic performance assessment aiming the structural integrity of the historic building will contribute to the literature.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.relation.ispartofCase Studies in Construction Materialsen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectArchitectural heritageen_US
dc.subjectMasonry buildingen_US
dc.subjectRetrofitting proposalen_US
dc.subjectTimber slaben_US
dc.subjectSeismic performance analysisen_US
dc.titleSeismic performance assessment and retrofitting proposal for a historic masonry school building (Bursa, Turkiye)en_US
dc.typearticleen_US
dc.authoridSayin, Baris/0000-0002-2437-1709
dc.authoridNasery, Mohammad Manzoor/0000-0003-3787-1355
dc.departmentMimar Sinan Güzel Sanatlar Üniversitesien_US
dc.identifier.doi10.1016/j.cscm.2023.e02087
dc.identifier.volume18en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.wosqualityQ1
dc.identifier.wosWOS:000986856700001
dc.identifier.scopus2-s2.0-85153056832
dc.identifier.scopusqualityQ1
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.snmzKA_20250105


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