TOKAT YAĞIBASAN MEDRESE YAPISININ DEPREM RiSKiNiN DEĞERLENDiRiLMESi Medrese yapıları Türkiye’deki kültürel mirasın önemli yapıları arasındadır. Anıtsal binalardan olan medrese yapıları, koruma altına alınmıştır. Deprem riski altındaki Türkiye’de tarihi mirasın gelecek nesillere aktarımı için depreme karşı korunması gerekli olan yapıların yapısal davranışlarının incelenmesi ve depreme karşı dayanımlarının değerlendirilmesi bu bağlamada oldukça önemlidir. Bu çalışma kapsamında medreselerin deprem etkisi altındaki yapısal davranışlarını incelemek için Tokat Yağıbasan medresesi ele alınarak detaylı bir davranış incelemesi gerçekleştirilmiştir. Yapı, SAP2000 programında modellenmiş ve model üzerinde doğrusal zaman tanım alanında dinamik analiz yapılmıştır. Farklı deprem kayıtları ile gerçekleştirilen dinamik analizlerden elde edilen gerilme, yer değiştirme, taban kesme değerleri karşılaştırmalı olarak değerlendirilmiştir. Elde edilen değerlerle yapının depreme karşı dayanımı incelenmiştir. Çalışma sonucunda, tarihi medrese üzerinde oluşan en büyük değerlerin Loma Prieta depreminde meydana geldiği görülmüştür. INVESTIGATION OF SEISMIC RISK OF TOKAT YAĞIBASAN MADRASAH STRUCTURE Madrasah structures are one of the important historical heritages in Turkey. Madrasah structures, as a monumental buildings, are under preservation by the state. Therefore, seismic risk investigation of historical builgins such as madrasah structures are one of the important issues to extend the cultural heritage to new generations by preventing them from earthquakes and their structural effects. In the present study, to investigate the seismic risk of madrasah structures, Tokat Yagibasan madrasah was investigated through linear time history analyses. Analyses were carried out with SAP2000 program. Linear time history analyses were conducted for the structural model. Stress, displacement, shear values were observed with different ground motion data. As a result of the research, madrasah structure was evaluated with the analyses results. As a result, maximum values are observed with LomaPrieta earhtquake on the historical Madrasah.
TOKAT YAĞIBASAN MEDRESE YAPISIN'S DEPREM RISKINN VALORLENDIRELMESI The Medrese structures are among the important structures of cultural heritage in Turkey. The buildings of the monuments are protected. The study of the structural behavior of the structures that are necessary to protect against earthquake in the risk of earthquake in Turkey to transfer historical heritage to future generations and the assessment of the earthquake resistance in this context is very important. In the framework of this study, a detailed behavior examination was carried out by addressing the structural behavior under the impact of the earthquake. The structure was modeled in the SAP2000 program and dynamic analysis in the linear time definition field on the model. The dynamic analyses obtained by different earthquake records have compared the tensions, change of ground, and base cutting values. The value of the structure is considered to be resistant to earthquakes. The study found that the greatest values on the historical medrese occurred in the Loma Prieta earthquake. INVESTIGATION OF SEISMIC RISK OF TOKAT YAĞIBASAN MADRASAH STRUCTURE Madrasah structures are one of the important historical heritage in Turkey. Madrasah structures, as a monumental buildings, are under preservation by the state. Therefore, seismic risk investigation of historical buildings such as madrasah structures are one of the important issues to extend the cultural heritage to new generations by preventing them from earthquakes and their structural effects. In the present study, to investigate the seismic risk of madrasah structures, Tokat Yagibasan madrasah was investigated through linear time history analyses. Analyses were carried out with SAP2000 program. Linear time history analyses were conducted for the structural model. Stress, displacement, shear values were observed with different ground motion data. As a result of the research, madrasah structure was evaluated with the analysis results. As a result, maximum values are observed with LomaPrieta earhtquake on the historical Madrasah.
Alan : Fen Bilimleri ve Matematik; Mühendislik
Dergi Türü : Uluslararası
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