With the finite element model, static analysis, modal analysis and behavioral spectrum analysis were performed under vertical loads in order to collect data for the damaged areas of the structure.
📌 3 Key Takeaways
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Objective & Hypothesis:In this study, non-destructive tests and laboratory tests were carried out in order to determine the material properties in Iznik Yeşil Mosque, Iznik District, Bursa Province.
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Key Findings & Data:For the purpose of determining the soil characteristics of the building, the soil survey studies conducted in the Iznik Yeşil Mosque area were investigated.
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Conclusion & Impact:With the finite element model, static analysis, modal analysis and behavioral spectrum analysis were performed under vertical loads in order to collect data for the damaged areas of the structure.
🔬Design:Survey & Empirical Study
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters
Özet
In this study, non-destructive tests and laboratory tests were carried out in order to determine the material properties in Iznik Yeşil Mosque, Iznik District, Bursa Province. For the purpose of determining the soil characteristics of the building, the soil survey studies conducted in the Iznik Yeşil Mosque area were investigated. The finite element model was formed by making a three dimensional model study of the structure. With the finite element model, static analysis, modal analysis and behavioral spectrum analysis were performed under vertical loads in order to collect data for the damaged areas of the structure.
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Cite This Article
URAY, A., ŞENGEL, H. S., ÇARBAŞ, S. (2019). Analysis of historical structures by using finite element method in Iznik Yeşil Mosque. Challenge Journal of Structural Mechanics, Cilt: 5 - Sayı: 4, 121–129. https://ajindex.com/articles/142771
University of Colorado, Integrated Teaching & Learning Laboratory Ultrasound Test, https://itll.colorado.edu/
Bağbancı MB (2009). Analysis of Historical Structures by Finite Element Method in the Case of Bursa Ördekli Bath. Ph.D thesis, Uludağ University, Bursa. Dabanlı Ö (2008). Determination of Earthquake Performance of Historical Masonry Structures. M.Sc. thesis, İstanbul Technical University, Istanbul. DBYYHY (2007). Regulation on Structures in Earthquake Regions, March, 2007. KEY CREATOR V4.0.0 (2004).
Cubotek Corporation, U.S.A. Sap2000
Manual (2005). Integrated Structural Analysis and Design Software, Computer and Structures Inc., Berkeley, California. Uray A (2018). Determination of Earthquake Performance of Historical Masonry Structures. M.Sc thesis, Eskisehir Osmangazi University, Institute of Science and Technology, Eskisehir.