A STUDY ON DETERMINATION OF REGIONAL EARTHQUAKE RISK DISTRIBUTION OF MASONRY STRUCTURES
Öz
Masonry structures, built using local materials, with the help of local craftsmen and workers, without any engineering service, make up the majority of rural building stocks. Earthquake resistance of such structures is lower than other structures. Within the scope of this study, risk priorities have been determined for different geographical locations by using the simplified method proposed for determining the regional earthquake risk distributions of masonry structures included in the Principles Regarding the Determination of Risky Structures that entered into force in 2019. For this purpose, a province has been selected from each geographical region. Structural performance scores were calculated to determine the risk priorities of the masonry structure chosen as an example in these provinces. The results obtained were interpreted and suggestions were made.
Anahtar Kelimeler
Masonry Structure, Rapid Assessment, Risk Distribution, Geographic Location
Kaynakça
- Arslan, M.H. (2010). An evaluation of effective design parameters on earthquake performance of RC buildings using neural networks. Engineering Structures, 32(7), 1888-1898.
- Arun, G. (2005). Yığma Kagir Yapı Davranışı,- Yığma Yapıların Deprem Güvenliğinin Arttırılması Çalıştayı, Orta Doğu Teknik Üniversitesi, Ankara.
- Bayülke, N. (2011). Yığma Yapıların Deprem Davranışı ve Güvenliği, Türkiye Deprem Mühendisliği Ve Sismoloji Konferansı, Orta Doğu Teknik Üniversitesi, Ankara.
- Biçen, V.S., & Işık, E. (2018). Evaluation of building elements and material usage in traditional Bitlis houses on a sample structure. International Conference on Multidisciplinary, Science, Engineering and Technology (IMESET’18 Dubai). Dubai. Çırak, İ.F. (2011). Damages observed in masonry structures, causes and recommendations. SDU International Technologic Science, 3(2), 55-60.
- Hadzima-Nyarko, M., Ademović, N., Pavić, G. & Šipoš, T.K. (2018). Strengthening techniques for masonry structures of cultural heritage according to recent Croatian provisions. Earthquakes and Structures, 15(5), 473-485.
- Harirchian, E. & Lahmer, T. (2020). Improved Rapid Visual Earthquake Hazard Safety Evaluation of Existing Buildings Using a Type-2 Fuzzy Logic Model. Applied Sciences, 10(7), 2375.
- Işık, E. (2013). Bitlis ili yapı stoğunun birinci kademe (sokak tarama yöntemi ile) değerlendirilmesi. Journal of Natural and Applied Science, 17(1), 173-178.
- Işık, E. (2015). Investigation of an existing RC building with different rapid assessment methods. Bitlis Eren University Journal of Science and Technology, 5(2), 71-74.
- Işık, E. (2016). Consistency of the rapid assessment method for reinforced concrete buildings. Earthquakes and Structures, 11(5), 873-885.
- Isik, E. Isik, M.F. & Bulbul, M.A. (2017). Web based evaluation of earthquake damages for reinforced concrete buildings. Earthquakes and Structures, 13(4), 387-396.