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.MSGSÜ'de Ara
Seismic performance assessment and retrofitting proposal for a historic masonry school building (Bursa, Turkiye)
dc.contributor.author | Cosgun, Turgay | |
dc.contributor.author | Ceylan, Oguz | |
dc.contributor.author | Nasery, Mohammad Manzoor | |
dc.contributor.author | Guler, Omer | |
dc.contributor.author | Sayin, Baris | |
dc.contributor.author | Uzdil, Oguz | |
dc.contributor.author | Akcay, Cemil | |
dc.date.accessioned | 2025-01-09T20:14:28Z | |
dc.date.available | 2025-01-09T20:14:28Z | |
dc.date.issued | 2023 | |
dc.identifier.issn | 2214-5095 | |
dc.identifier.uri | https://doi.org/10.1016/j.cscm.2023.e02087 | |
dc.identifier.uri | https://hdl.handle.net/20.500.14124/9088 | |
dc.description.abstract | The 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.iso | eng | en_US |
dc.publisher | Elsevier | en_US |
dc.relation.ispartof | Case Studies in Construction Materials | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | Architectural heritage | en_US |
dc.subject | Masonry building | en_US |
dc.subject | Retrofitting proposal | en_US |
dc.subject | Timber slab | en_US |
dc.subject | Seismic performance analysis | en_US |
dc.title | Seismic performance assessment and retrofitting proposal for a historic masonry school building (Bursa, Turkiye) | en_US |
dc.type | article | en_US |
dc.authorid | Sayin, Baris/0000-0002-2437-1709 | |
dc.authorid | Nasery, Mohammad Manzoor/0000-0003-3787-1355 | |
dc.department | Mimar Sinan Güzel Sanatlar Üniversitesi | en_US |
dc.identifier.doi | 10.1016/j.cscm.2023.e02087 | |
dc.identifier.volume | 18 | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.identifier.wosquality | Q1 | |
dc.identifier.wos | WOS:000986856700001 | |
dc.identifier.scopus | 2-s2.0-85153056832 | |
dc.identifier.scopusquality | Q1 | |
dc.indekslendigikaynak | Web of Science | en_US |
dc.indekslendigikaynak | Scopus | en_US |
dc.snmz | KA_20250105 |
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