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6 ŞUBAT 2023 DEPREMLERİ İÇİN KIRSALDAKİ YIĞMA YAPILARIN PERFORMANSLARI ÜZERİNE BİR SAHA ARAŞTIRMASI: NURDAĞI/GAZİANTEP ÖRNEĞİ

Year 2024, , 821 - 837, 03.09.2024

Musa Yetkın

https://doi.org/10.17780/ksujes.1430177

Abstract

6 Şubat 2023 tarihinde Türkiye’nin güneydoğusunda iki yıkıcı deprem meydana gelmiştir. Mw=7.7 ve Mw=7.6 büyüklüğündeki bu iki depremin merkez üssü sırasıyla Kahramanmaraş’ın Pazarcık ve Elbistan ilçeleridir. Bu depremlerde çok sayıda kişi hayatını kaybetmiş ve birçok yapı yıkılmış/ağır hasar görmüştür. Bu yıkıcı depremlerden en fazla etkilenen yerleşim yerlerinden birisi de Gaziantep ilinin Nurdağı ilçesi olmuştur. Bu makale çalışması, 6 Şubat 2023 depremleri sonrası Nurdağı ilçesinde kırsalda inşa edilen yığma yapıların performanslarını belirlemeye yönelik yapılan bir saha araştırmasını ve elde edilen bulguların değerlendirilerek birtakım çözüm önerileri geliştirilmesi konularını kapsamaktadır. Bu çalışmada, öncelikle Nurdağı ilçesinin yer aldığı bölgenin depremselliği ve 6 Şubat 2023 depremlerinin karakteristik özelliklerinden bahsedilmiştir. Daha sonra Nurdağı ilçesi için yapılan saha araştırmasında gözlenen yığma yapı hasarları sunulmuş ve bu hasar tipleri için değerlendirmeler yapılmıştır. Çalışmanın sonunda ise hasarlı yapılar ve yeni inşa edilecek yığma yapılar için birtakım çözüm önerileri sunulmuştur.

Keywords

6 Şubat 2023 depremleri Saha araştırması Yığma yapılar Deprem performansı Hasar tipleri.

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A FIELD STUDY ON THE PERFORMANCE OF MASONRY STRUCTURES IN RURAL AREAS FOR THE 6 FEBRUARY 2023 EARTHQUAKES: NURDAĞI/GAZİANTEP EXAMPLE

Year 2024, , 821 - 837, 03.09.2024

Musa Yetkın

https://doi.org/10.17780/ksujes.1430177

Abstract

On February 6, 2023, two devastating earthquakes occurred in southeastern Turkey. The epicentres of these two earthquakes with magnitudes of Mw=7.7 and Mw=7.6 are the Pazarcık and Elbistan districts of Kahramanmaraş, respectively. Many people lost their lives, and many buildings were destroyed or severely damaged in these earthquakes. One of the settlements most affected by these devastating earthquakes was the Nurdağı district of Gaziantep province. This paper covers a field study conducted to determine the performance of masonry structures built in rural areas of Nurdağı district after the February 6, 2023, earthquakes and the development of some solution suggestions by evaluating the findings obtained. This study mentioned the seismicity of the region where Nurdağı district is located and the characteristics of the February 6, 2023 earthquakes. Then, the damages to the masonry structure observed in the field study for the Nurdağı district were presented, and evaluations were made for these damage types. Finally, some solutions for damaged and newly constructed masonry structures were presented.

Keywords

February 6 2023 earthquakes field study masonry structures earthquake performance damage types

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  • Emre, Ö., Duman, T.Y., Olgun, Ş., Elmacı, H. & Özalp, S. (2012). 1:250.000 Ölçekli Diri Fay Haritası Serisi, Gaziantep (NJ 37-9) Paftası, Seri No:38, Maden Tetkik ve Arama Genel Müdürlüğü, Ankara-Türkiye.
  • Erkek, H., & Yetkin, M. (2023). Assessment of the performance of a historic minaret during the Kahramanmaras¸ earthquakes (Mw 7.7 and Mw 7.6). Structures, 58, 105620.
  • Gautam, D., & Chaulagain, H. (2016). Structural performance and associated lessons to be learned from world earthquakes in Nepal after 25 April 2015 (MW 7.8) Gorkha earthquake. Engineering Failure Analysis, 68, 222–243.
  • Göçer, C. (2020). Structural evaluation of masonry building damages during the April 24, 2014 Gökçeada earthquake in the Aegean Sea. Bulletin of Earthquake Engineering, 18, 3459–3483.
  • Herece, E. (2003). Doğu anadolu fayı deprem ve kentleşme. TMMOB Jeoloji Mühendisleri Odası Yayınları, 78 (3).
  • Indirli, M., S. Kouris, L.A., Formisano, A., Borg, R.P., & Mazzolani, F.M. (2013). Seismic damage assessment of unreinforced masonry structures after the Abruzzo 2009 earthquake: The case study of the historical centers of L’Aquila and Castelvecchio Subequo. International Journal of Architectural Heritage, 7, 536–578.
  • Ingham, J., & Griffith, M. (2010). Performance of unreinforced masonry buildings during the 2010 Darfield (Christchurch, NZ) earthquake. Australian Journal of Structural Engineering, 11, 207–224.
  • Isik, E., Aydin, M. C., & Buyuksarac, A. (2020). 24 January 2020 Sivrice (Elazig) earthquake damages and determination of earthquake parameters in the region. Earthquakes and Structures, 19(2), 145.
  • Ismail, N., & Khattak, N. (2019). Observed failure modes of unreinforced masonry buildings during the 2015 Hindu Kush earthquake. Earthquake Engineering and Engineering Vibration, 18, 301–314.
  • İmamoğlu, M.Ş., & Çetin, E. (2007). Güneydoğu Anadolu Bölgesi ve Yakın Yöresinin Depremselliği. Dicle Üniversitesi Ziya Gökalp Eğitim Fakültesi Dergisi, (9), 93-103.
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There are 64 citations in total.

Details

Primary Language Turkish
Subjects Earthquake Engineering
Journal Section Civil Engineering
Authors

Musa Yetkın 0000-0002-6259-4137

Publication Date September 3, 2024
Submission Date February 1, 2024
Acceptance Date April 28, 2024
Published in Issue Year 2024

Cite

APA Yetkın, M. (2024). 6 ŞUBAT 2023 DEPREMLERİ İÇİN KIRSALDAKİ YIĞMA YAPILARIN PERFORMANSLARI ÜZERİNE BİR SAHA ARAŞTIRMASI: NURDAĞI/GAZİANTEP ÖRNEĞİ. Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi, 27(3), 821-837. https://doi.org/10.17780/ksujes.1430177