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

Year 2024, , 601 - 617, 26.09.2024

Mehmet Ali Yıldız , Fırat Kıpçak , Barış Erdil

https://doi.org/10.17798/bitlisfen.1461840

Abstract

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.

Keywords

Earthquake Performance of Buildings, Fuzzy Logic, Reinforced Concrete Buildings

Thanks

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

References

• [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.
• [6] E. Işık, "Consistency of the rapid assessment method for reinforced concrete buildings," Earthquakes and Structures, vol. 11, no. 5, pp. 873-885, 2016.
• [7] Federal Emergency Management Agency (FEMA), Rapid Visual Screening of Buildings for Potential Seismic Hazards - A Handbook, Washington, DC, USA, 2002.
• [8] Applied Technology Council (ATC), Rapid Visual Screening of Buildings for Potential Seismic Hazards - A Handbook (FEMA 154 Report), Second Edition, ATC-21, California, USA, 2002.
• [9] RYTEİE, "Riskli yapıların tespit edilmesine ilişkin esaslar," Turkey, 2019.
• [10] H. Sucuoglu and U. Yazgan, "Simple survey procedures for seismic risk assessment in urban building stocks," in Seismic Assessment and Rehabilitation of Existing Buildings, Springer, Dordrecht, pp. 97-118, 2003.
• [11] A. F. Hassan and M. A. Sozen, "Seismic vulnerability assessment of low-rise buildings in regions with infrequent earthquakes," ACI Structural Journal, vol. 94, no. 1, pp. 31-39, 1997.
• [12] American Society of Civil Engineers (ASCE), Handbook for the Seismic Evaluation of Buildings-A Prestandard, Prepared for the Federal Emergency Management Agency, FEMA-310, Washington, D.C., USA, 1998.
• [13] S. Otani, "Seismic vulnerability assessment methods for buildings in Japan," Earthquake Engineering and Engineering Seismology, vol. 2, no. 2, pp. 47-56, 2000.
• [14] Japan Building Disaster Prevention Association (JBDPA), Standard for Seismic Evaluation of Existing Reinforced Concrete Buildings (Version 2001), Japan, 2001.
• [15] G. Özcebe, M. S. Yücemen, V. Aydoğan, and A. Yakut, "Preliminary seismic vulnerability assessment of existing reinforced concrete buildings in Turkey," in Seismic Assessment and Rehabilitation of Existing Buildings, pp. 29-42, 2003.
• [16] A. Yakut, "Preliminary seismic assessment procedure for existing RC buildings," Engineering Structures, vol. 26, no. 10, pp. 1447-1461, 2004.
• [17] H. Boduroglu, P. Ozdemir, A. Ilki, S. Sirin, C. Demir, and F. Baysan, "Towards a modified rapid screening method for existing medium-rise RC buildings in Turkey," in 13th World Conference on Earthquake Engineering, 2004.
• [18] M. H. Boduroğlu and P. Ö. Çağlayan, "Mevcut Yapıların Değerlendirmesinde Bir Tarama Yöntemi," in Altıncı Ulusal Deprem Mühendisliği Konferansı, 2007, pp. 16-20.
• [19] R. Temur, "Hızlı Durum Tespit (DURTES) yöntemi ve bilgisayar programının geliştirilmesi," Master's thesis, Istanbul University, 2006.
• [20] S. S. Tezcan, I. E. Bal, and F. G. Gulay, "P25 scoring method for the collapse vulnerability assessment of R/C buildings," Journal of the Chinese Institute of Engineers, vol. 34, no. 6, pp. 769-781, 2011.
• [21] A. Ilki, M. Comert, C. Demir, K. Orakcal, D. Ulugtekin, M. Tapan, and N. Kumbasar, "Performance based rapid seismic assessment method (PERA) for reinforced concrete frame buildings," Advances in Structural Engineering, vol. 17, no. 3, pp. 439-459, 2014.
• [22] H. Sucuoğlu, A. Yakut, A. Özmen, and J. Kubin, "Seismic risk prioritization and retrofit cost evaluation of code-deficient RC public buildings in Turkey," Earthquake Spectra, vol. 31, no. 1, pp. 601-614, 2015.
• [23] American Society of Civil Engineers (ASCE), Seismic Evaluation and Retrofit of Existing Buildings, ASCE/SEI 41-13, Reston, VA, USA, 2014.
• [24] O. Kaplan, Y. Guney, A. Topcu, and Y. Ozcelikors, "A rapid seismic safety assessment method for mid-rise reinforced concrete buildings," Bulletin of Earthquake Engineering, vol. 16, no. 2, pp. 889-915, 2018.
• [25] Turkish Ministry of Public Works and Settlement, Türkiye Bina Deprem Yönetmeliği 2018, TBEC-2018, Ankara, Turkey, 2018.
• [26] AFAD, "Deprem Kataloğu," 2023. [Online]. Available: https://deprem.afad.gov.tr/depremkatalogu. [Accessed: 14-Nov-2023].
• [27] Kandilli Rasathanesi ve Deprem Araştırma Enstitüsü (KRDAE), "Büyük Depremler," 2018. [Online]. Available: http://www.koeri.boun.edu.tr/sismo/2/deprem-bilgileri/buyuk-depremler/. [Accessed: 14-May-2022].
• [28] İ. Şahin and T. Kılınç, "Türkiye’de 1980-2014 Yılları Arasında Görülen Depremlerin Ekonomik Etkileri," İktisadi Yenilik Dergisi, vol. 4, no. 1, pp. 33-42, 2016.
• [29] L. A. Zadeh, "Fuzzy sets," Information and Control, vol. 8, pp. 338-353, 1965.
• [30] E. H. Mamdani, "Application of fuzzy algorithms for control of simple dynamic plant," in Proceedings of the Institution of Electrical Engineers, vol. 121, no. 12, pp. 1585-1588, 1974.
• [31] A. E. Eğrisöğüt Tiryaki and R. Kazan, "Bulaşık makinesinin bulanık mantık ile modellenmesi," Mühendis ve Makine, vol. 48, no. 565, pp. 3-8, 2007.
• [32] M. E. Tabar and Y. Şişman, "Bulanık Mantık ile Arsa Değerleme Modelinin Oluşturulması," Türkiye Arazi Yönetimi Dergisi, vol. 2, no. 1, pp. 18-24, 2020.
• [33] Ş. Işıklı, "Bulanık mantık ve bulanık teknolojiler," Ankara Üniversitesi Dil ve Tarih-Coğrafya Fakültesi Felsefe Bölümü Dergisi, vol. 19, pp. 105-130, 2015.
• [34] A. Özdemir, A. Alaybeyoğlu, and K. F. Balbal, "Bulanık mantığın eğitim alanındaki uygulamaları," Bilim, Eğitim, Sanat ve Teknoloji Dergisi (BEST Dergi), vol. 3, no. 1, pp. 45-50, 2019.
• [35] C. J. Chao and F. P. Cheng, "Fuzzy pattern recognition model for diagnosing cracks in RC structures," Journal of Computing in Civil Engineering, vol. 12, no. 2, pp. 111-119, 1998.
• [36] M. Aldawod, B. Samali, F. Naghdy, and K. C. Kwok, "Active control of along wind response of tall building using a fuzzy controller," Engineering Structures, vol. 23, no. 11, pp. 1512-1522, 2001.
• [37] M. Kömür, "Binaların deprem güvenliğinin belirlenmesinde bulanık mantık yaklaşımı," Doctoral dissertation, Fen Bilimleri Enstitüsü, 2004.
• [38] M. Lin, C. Tsai, C. Cheng, and C. Chang, "Using Fuzzy QFD for Design of Low-End Digital Camera," International Journal of Applied Science and Engineering, vol. 2, no. 3, pp. 222-233, 2004.
• [39] H. Tanyıldızı and S. Yazıcıoğlu, "Bulanık mantık metodu ile tekil yükler altında iki açıklıklı kirişlerin plastik göçme yük faktörü değerinin bulunması," Teknik Dergi, vol. 17, no. 84, pp. 3961-3971, 2006.
• [40] M. A. Çakıroğlu, S. Terzi, S. Kasap, and M. G. Çakıroğlu, "Beton Basınç Dayanımının Bulanık Mantık Yöntemiyle Tahmin Edilmesi," Yapı Teknolojileri Elektronik Dergisi, vol. 6, no. 2, pp. 1-8, 2010.
• [41] B. Doran, K. Yetilmezsoy, and S. Murtazaoglu, "Application of fuzzy logic approach in predicting the lateral confinement coefficient for RC columns wrapped with CFRP," Engineering Structures, vol. 88, pp. 74-91, 2015.
• [42] A. J. Prieto, J. M. Macías-Bernal, M. J. Chávez, and F. J. Alejandre, "Fuzzy modeling of the functional service life of architectural heritage buildings," Journal of Performance of Constructed Facilities, vol. 31, no. 5, p. 04017041, 2017.
• [43] E. Işık, F. Avcil, R. İzol, A. Büyüksaraç, H. Bilgin, E. Harirchian, and E. Arkan, "Field Reconnaissance and Earthquake Vulnerability of the RC Buildings in Adıyaman during 2023 Türkiye Earthquakes," Applied Sciences, vol. 14, no. 7, p. 2860, 2024.
• [44] Ö. F. Nemutlu, A. Sari, and B. Balun, "A Novel approach to seismic vulnerability assessment of existing residential reinforced concrete buildings stock: a case study for Bingöl, Turkey," Iranian Journal of Science and Technology, Transactions of Civil Engineering, vol. 47, no. 6, pp. 3609-3625, 2023.
• [45] E. Işık and F. Akat, "The Effect of Different Heavy Overhang on Structural Performance in Reinforced Concrete Structures," Bitlis Eren Üniversitesi Fen Bilimleri Dergisi, vol. 12, no. 1, pp. 261-271, 2023.
• [46] O. İnce, "Structural damage assessment of reinforced concrete buildings in Adıyaman after Kahramanmaraş (Türkiye) Earthquakes on 6 February 2023," Engineering Failure Analysis, vol. 156, p. 107799, 2024. [Online]. Available: https://doi.org/10.1016/j.engfailanal.2023.107799.
• [47] E. Altunsu, O. Güneş, S. Öztürk, S. Sorosh, A. Sarı, and S. T. Beeson, "Investigating the structural damage in Hatay province after Kahramanmaraş-Türkiye earthquake sequences," Engineering Failure Analysis, vol. 157, p. 107857, 2024. [Online]. Available: https://doi.org/10.1016/j.engfailanal.2023.107857.
• [48] A. C. Altunışık, M. E. Arslan, V. Kahya, B. Aslan, T. Sezdirmez, G. Dok, and A. Baltaci, "Field observations and damage evaluation in reinforced concrete buildings after the February 6th, 2023 Kahramanmaraş-Türkiye earthquakes," Journal of Earthquake and Tsunami, vol. 17, p. 2350024, 2023. [Online]. Available: https://doi.org/10.1142/S1793431123500240.
• [49] H. C. Mertol, G. Tunç, T. Akış, Y. Kantekin, and İ. C. Aydın, "Investigation of RC Buildings after 6 February 2023, Kahramanmaraş, Türkiye Earthquakes," Buildings, vol. 13, no. 7, p. 1789, 2023. [Online]. Available: https://doi.org/10.3390/buildings13071789.
• [50] B. Zengin and F. Aydin, "The Effect of Material Quality on Buildings Moderately and Heavily Damaged by the Kahramanmaraş Earthquakes," Applied Sciences, vol. 13, no. 19, p. 10668, 2023. [Online]. Available: https://doi.org/10.3390/app131910668.
• [51] A. Demir, E. Celebi, H. Ozturk, et al., "Destructive impact of successive high magnitude earthquakes occurred in Türkiye’s Kahramanmaraş on February 6," Bulletin of Earthquake Engineering, 2023. [Online]. Available: https://doi.org/10.1007/s10518-024-01865-5.
• [52] J. Yuzbasi, "Post-Earthquake Damage Assessment: Field Observations and Recent Developments with Recommendations from the Kahramanmaraş Earthquakes in Türkiye on February 6th, 2023 (Pazarcık M7.8 and Elbistan M7.6)," Journal of Earthquake Engineering, pp. 1-26, 2024. [Online]. Available: https://doi.org/10.1080/13632469.2024.2353864.
• [53] F. Avcil, E. Işık, R. İzol, et al., "Effects of the February 6, 2023, Kahramanmaraş earthquake on structures in Kahramanmaraş city," Natural Hazards, vol. 120, pp. 2953–2991, 2024. [Online]. Available: https://doi.org/10.1007/s11069-023-06314-1.
• [54] C. Tura, K. Orakcal, K. Kusunoki, and A. Ilki, "Seismic Response Simulation of a Reinforced Concrete Wall-Frame Building That Collapsed During the February 2023 Kahramanmaras Earthquake," Journal of Earthquake Engineering, pp. 1-25, 2024. [Online]. Available: https://doi.org/10.1080/13632469.2024.2372080.
• [55] Turkish Earthquake Code 1997 (TEC-1997): Specification for Structures to be Built in Disaster Areas. Turkish Ministry of Public Works and Settlement, Ankara, Turkey, 1997.
• [56] Turkish Earthquake Code 2007 (TEC-2007): Specification for Buildings to be Built in Seismic Areas. Turkish Ministry of Public Works and Settlement, Ankara, Turkey, 2007.
• [57] K. Ö. Çetin, M. Ilgaç, G. Can, and E. Çakır, 6 Şubat 2023 Kahramanmaraş-Pazarcık Mw=7.7 ve Elbistan Mw=7.6 Depremleri Ön Değerlendirme Raporu, Orta Doğu Teknik Üniversitesi, Ankara, 2023.
• [58] F. Akar, E. Işık, F. Avcil, A. Büyüksaraç, E. Arkan, and R. İzol, "Geotechnical and Structural Damages Caused by the 2023 Kahramanmaraş Earthquakes in Gölbaşı (Adıyaman)," Applied Sciences, vol. 14, no. 5, p. 2165, 2024. [Online]. Available: https://doi.org/10.3390/app14052165.
• [59] İstanbul Teknik Üniversitesi, 6 Şubat 2023 İTÜ Deprem Raporu: 04.17 Mw 7.8 Kahramanmaraş (Pazarcık, Türkoğlu), Hatay (Kırıkhan), 13.24 Mw 7.7 Kahramanmaraş (Elbistan/Nurhak-Çardak) Depremleri Ön İnceleme Raporu, 2023.
• [60] D. Ertürkmen and İ. H. Çağatay, "Dolgu Duvarlı Yapılarda Yumuşak Kat ve Zayıf Kat Düzensizliklerinin İncelenmesi," Çukurova Üniversitesi Mühendislik-Mimarlık Fakültesi Dergisi, vol. 31, no. 2, pp. 269-278, 2016.
• [61] E. Meral, "Betonarme Binalarda Kısa Kolon Etkilerinin Araştırılması," International Journal of Engineering Research and Development, vol. 11, no. 2, pp. 515-527, 2019.
• [62] H. Tokgöz and H. Bayraktar, "Düzce ili Kaynaşlı ilçesinde riskli binaların tespitinde sokak taraması yönteminin uygulanması," Düzce Üniversitesi Bilim ve Teknoloji Dergisi, vol. 3, no. 1, pp. 107-116, 2015.
• [63] M. İnel, M. Bucaklı, and H. B. Özmen, "Betonarme binalarda çerçeve süreksizliğinin yapı performansı üzerindeki etkileri," in Uluslararası Sakarya Deprem Sempozyumu, Sakarya, 2009.
• [64] H. Erdem, "Burulma düzensizliğinin betonarme kirişler ve kolonlar üzerine etkileri," Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi, vol. 5, no. 2, pp. 148-156, 2016.
• [65] C. Kubat, Yapay Zekâ ve Mühendislik Uygulamaları, İstanbul: Abaküs Kitap Yayın Dağıtım Hizmetleri, 2019.
• [66] P. D. Ç. Elmas, Yapay Zeka Uygulamaları, Ankara: Seçkin Yayınevi, 2007.
• [67] O. Doğan, "Uyarlamalı sinirsel bulanık çıkarım sisteminin (ANFIS) talep tahmini için kullanımı ve bir uygulama," Dokuz Eylül Üniversitesi İktisadi İdari Bilimler Fakültesi Dergisi, vol. 31, no. 1, pp. 257-288, 2016.
• [68] İ. Uçal Sarı, Yatırım Analizinde Bulanık Model Önerileri, Ph.D. dissertation, İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2012.
• [69] A. C. A. R. Mustafa, M. Haberler-Weber, and T. Acar, "Bulanık çıkarım Sistemleri ile Heyelan Bloklarının Belirlenmesi Gürpınar Örneği," Jeodezi ve Jeoinformasyon Dergisi, no. 98, pp. 28-35, 2008.
• [70] M. Özkan, "Bulanık Çıkarım Sistemi İle Bireysel Personel Performansının Değerlendirilmesinde Bir Uygulama," C.Ü. İktisadi ve İdari Bilimler Dergisi, vol. 19, no. 2, 2018.
• [71] S. N. Sivanandam, S. Sumathi, and S. N. Deepa, Introduction to Fuzzy Logic using MATLAB. Springer, pp. 73-85, 2007.
• [72] T. Uygunoğlu and Ü. N. A. L. Osman, "Seyitömer uçucu külünün betonun basınç dayanımına etkisi üzerine bulanık mantık yaklaşımı," Yapı Teknolojileri Elektronik Dergisi, vol. 1, no. 1, pp. 13-20, 2005.
• [73] İ. Atacak and Ö. F. Bay, "Bulanık mantık denetimli seri aktif güç filtresi kullanarak harmonik gerilimlerin bastırılması," Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi, vol. 19, no. 2, pp. 205-215, 2004.
• [74] S. Subaşı, A. Beycioğlu, and M. Emiroğlu, "Genleştirilmiş kil agregalı hafif betonlarda bulanık mantık yöntemiyle yarmada çekme dayanımı tahmin modeli geliştirilmesi," Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi, vol. 22, no. 3, pp. 157-166, 2009.
• [75] K. M. Tay and C. P. Lim, "Fuzzy FMEA with a Guided Rules Reduction System for Prioritization of Failures," International Journal of Quality and Reliability Management, vol. 23, no. 8, pp. 1047-1066, 2006.
• [76] M. Yılmaz and E. Arslan, "Bulanık Mantığın Jeodezik Problemlerin Çözümünde Kullanılması," presented at the Harita ve Kadastro Mühendisleri Odası, Mühendislik 78 Ölçmeleri STB Komisyonu 2. Mühendislik Ölçmeleri Sempozyumu, İstanbul Teknik Üniversitesi, İstanbul, Turkey, Nov. 23-25, 2005.
• [77] G. Tanak Coşkun and Y. Y. A. Yılmaz, "Determining the best price with linear performance pricing and checking with fuzzy logic," Computers & Industrial Engineering, vol. 154, p. 107150, 2021. [Online]. Available: https://doi.org/10.1016/j.cie.2021.107150.
• [78] S. Naaz, A. Alam, and R. Biswas, "Effect of different defuzzification methods in a fuzzy based load balancing application," International Journal of Computer Science Issues (IJCSI), vol. 8, no. 5, p. 261, 2011.
• [79] U. Karadavut and A. Akkaptan, "Bitkisel üretimde bulanık mantık uygulamaları," Türk Bilimsel Derlemeler Dergisi, vol. 5, no. 2, pp. 77-82, 20