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Evaluation of Earthquake Performance of Reinforced Concrete Buildings with Fuzzy Logic Method

Yıl 2024, Cilt: 13 Sayı: 3, 601 - 617, 26.09.2024
https://doi.org/10.17798/bitlisfen.1461840

Öz

Reinforced concrete building is a type of building whose structural system consists of reinforced concrete columns, beams, wall wall, slabs and foundations. Due to the strong earthquakes in our country, it has been observed that reinforced concrete buildings have been severely damaged or collapsed from past to present. The evaluation of buildings after earthquakes and their performances are quite important for the safety of life and property. In the literature, different methods have been developed for post-earthquake evaluation of buildings, either low-cost and fast or slow and high-cost and tool-demanding. In this study, in order to overcome the gap in the literature, the evaluation of earthquake performance of buildings with fuzzy logic method is discussed. In this context, the performance of the building was evaluated by taking into account the concrete compressive strength, number of floors, ground floor area, area of column and shear walls, ground floor area and architectural parameters. The data of 18, 28 and 146 buildings affected by the earthquakes in Afyon, Bingöl and Van provinces in 2002, 2003 and 2011, respectively, were used in the study. Out of the total 192 building data, 94 buildings were processed as data and fuzzy logic rules were applied. The remaining 98 buildings were tested with this method. The buildings considered are light, moderate and severely damaged or collapsed. Matlab program was used in the study. The method and result used in the study are in the class of fast and second stage methods in the literature, which are reliable but do not reflect the final result. With the method revealed in the study, the damage status of reinforced concrete buildings can be determined quickly and reliably. In this context, the buildings were evaluated as no damage/slight, moderate and severely damaged or collapsed. According to the results, the correct estimation rate of the damage status of 98 buildings was found to be 88%. It is seen that the fuzzy logic method can predict building performances at a quite high rate. Compared to the existing second stage assessment methods in the literature, this result is more conservative.

Teşekkür

This study was conducted within the scope of a master's thesis.

Kaynakça

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Yıl 2024, Cilt: 13 Sayı: 3, 601 - 617, 26.09.2024
https://doi.org/10.17798/bitlisfen.1461840

Öz

Kaynakça

  • [1] S. K. Sezgin, G. B. Sakcalı, S. Özen, E. Yıldırım, E. Avcı, B. Bayhan, and N. Caglar, "Reconnaissance report on damage caused by the February 6, 2023, Kahramanmaraş earthquakes in reinforced-concrete structures," Journal of Building Engineering, vol. 89, p. 109200, 2024. doi: 10.1016/J.JOBE.2024.109200.
  • [2] A. I. Turan, A. Celik, A. Kumbasaroglu, and H. Yalciner, "Assessment of reinforced concrete building damages following the Kahramanmaraş earthquakes in Malatya, Turkey (February 6, 2023)," Engineering Science and Technology, an International Journal, vol. 54, p. 101718, 2024. doi: 10.1016/j.jestch.2024.101718.
  • [3] B. Erdil and H. Ceylan, "MVP interaction-based seismic vulnerability assessment of RC buildings," Gradevinar, vol. 71, no. 6, pp. 489-503, 2019.
  • [4] Ö. Özçelik, İ. S. Mısır, T. Baran, S. Kahraman, A. Saatçi, and S. C. Girgin, "Balçova ve Seferihisar İlçelerinde Gerçekleştirilen Yapı Stoğu Envanter ve Deprem Güvenliği Ön Değerlendirmesi Projesi Sonuçları," in 2. İzmir Kent Sempozyumu, İzmir, 2013, pp. 12.
  • [5] E. Harirchian, S. E. A. Hosseini, K. Jadhav, V. Kumari, S. Rasulzade, E. Işık, and T. Lahmer, "A review on the application of soft computing techniques for the rapid visual safety evaluation and damage classification of existing buildings," Journal of Building Engineering, vol. 43, p. 102536, 2021.
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Toplam 79 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Betonarme Yapılar, Deprem Mühendisliği, İnşaat Mühendisliğinde Sayısal Modelleme, İnşaat Yapım Mühendisliği
Bölüm Araştırma Makalesi
Yazarlar

Mehmet Ali Yıldız 0000-0003-3297-2982

Fırat Kıpçak 0000-0003-3849-7545

Barış Erdil 0000-0001-5282-3568

Erken Görünüm Tarihi 20 Eylül 2024
Yayımlanma Tarihi 26 Eylül 2024
Gönderilme Tarihi 30 Mart 2024
Kabul Tarihi 4 Eylül 2024
Yayımlandığı Sayı Yıl 2024 Cilt: 13 Sayı: 3

Kaynak Göster

IEEE M. A. Yıldız, F. Kıpçak, ve B. Erdil, “Evaluation of Earthquake Performance of Reinforced Concrete Buildings with Fuzzy Logic Method”, Bitlis Eren Üniversitesi Fen Bilimleri Dergisi, c. 13, sy. 3, ss. 601–617, 2024, doi: 10.17798/bitlisfen.1461840.



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