Evaluation of the Seismic Performance of an 11-Story Reinforced Concrete Building Damaged After the 2023 Kahramanmaraş Earthquakes

Enes Ekinci; Alper Özmen

Makale detayları

Evaluation of the Seismic Performance of an 11-Story Reinforced Concrete Building Damaged After the 2023 Kahramanmaraş Earthquakes

Yazarlar:

Enes Ekinci | Alper Özmen

Yayıncı:

Karyay Karadeniz Yayımcılık

Ana Başlıklar:

İnşaat Yapım Mühendisliği

Dergi:

Black Sea Journal of Engineering and Science Vol.8 Issue 2, pp.285-297

Belge Tipi:

Makale

Yayın Tarihi:

3/2025

Belge Dili:

Türkçe

Document ID (Org No.):

2001331075

pISSN:

2619-8991

Anahtar kelimeler:

Özet:

 The earthquakes that impacted Kahramanmaraş on February 6, 2023, have highlighted the necessity to evaluate the seismic safety of the current building inventory in our nation. This research provides a comprehensive seismic performance analysis of an 11-story reinforced concrete edifice executed in compliance with the 2018 Turkish Seismic Code. During field inspections, it was observed that specific structural elements of the building sustained damage following the 2023 Kahramanmaraş earthquakes, despite the fact that the controlled damage performance target was achieved, as indicated by the performance analysis, which was conducted in accordance with the 2018 Turkish Building Seismic Code. The situation demonstrated that certain discrepancies, errors, and defects between the structural design phase and project application have a significant impact on the earthquake performance of the structure. The results from the field research and performance analysis offer comprehensive insights and propose recommendations for enhanced design practices in next building projects.

 The earthquakes that impacted Kahramanmaraş on February 6, 2023, have highlighted the necessity to evaluate the seismic safety of the current building inventory in our nation. This research provides a comprehensive seismic performance analysis of an 11-story reinforced concrete edifice executed in compliance with the 2018 Turkish Seismic Code. During field inspections, it was observed that specific structural elements of the building sustained damage following the 2023 Kahramanmaraş earthquakes, despite the fact that the controlled damage performance target was achieved, as indicated by the performance analysis, which was conducted in accordance with the 2018 Turkish Building Seismic Code. The situation demonstrated that certain discrepancies, errors, and defects between the structural design phase and project application have a significant impact on the earthquake performance of the structure. The results from the field research and performance analysis offer comprehensive insights and propose recommendations for enhanced design practices in next building projects.

 The earthquakes that impacted Kahramanmaraş on February 6, 2023, have highlighted the necessity to evaluate the seismic safety of the current building inventory in our nation. This research provides a comprehensive seismic performance analysis of an 11-story reinforced concrete edifice executed in compliance with the 2018 Turkish Seismic Code. During field inspections, it was observed that specific structural elements of the building sustained damage following the 2023 Kahramanmaraş earthquakes, despite the fact that the controlled damage performance target was achieved, as indicated by the performance analysis, which was conducted in accordance with the 2018 Turkish Building Seismic Code. The situation demonstrated that certain discrepancies, errors, and defects between the structural design phase and project application have a significant impact on the earthquake performance of the structure. The results from the field research and performance analysis offer comprehensive insights and propose recommendations for enhanced design practices in next building projects.

 6 Şubat 2023 tarihinde meydana gelen Kahramanmaraş depremleri ülkemizde bulunan mevcut yapı stokumuzun deprem güvenliği açısından incelenmesi gerektiğini gözler önüne sermiştir. Bu çalışmada 11 katlı betonarme bir yapının 2018 Deprem Yönetmeliğine göre deprem performans analizi aşamaları detayları gösterilmiş ve yapının deprem performansı elde edilmiştir. 2018 Türkiye Bina Deprem Yönetmeliğinde verilen esaslara uygun olarak gerçekleştirilen performans analizi sonucunda, çalışma kapsamında incelenen yapı her ne kadar kontrollü hasar performans hedefini sağlamış olsa da yapılan saha incelemesinde, yapının bazı taşıyıcı sistem elemanlarında hasarlar gözlemlenmiştir. Bu durum yapı tasarımı aşaması ile proje aplikasyonunun arasında bulunan birtakım uyumsuzluk, hata ve kusurların yapının deprem performansı üzerinde oldukça önemli etkileri olduğunu göstermiştir. Sahada yapılan mevcut durum incelemesi ve performans analizi sonucunda elde edilen bulgular, yapı tasarımı ile ilgili birtakım önerileri de bünyesinde barındıracak şekilde detaylı bir şekilde açıklanmıştır.

Makale detayları

Evaluation of the Seismic Performance of an 11-Story Reinforced Concrete Building Damaged After the 2023 Kahramanmaraş Earthquakes

Yazarlar:

Enes Ekinci | Alper Özmen

Yayıncı:

Karyay Karadeniz Yayımcılık

Ana Başlıklar:

İnşaat Yapım Mühendisliği

Dergi:

Black Sea Journal of Engineering and Science Vol.8 Issue 2, pp.285-297

Belge Tipi:

Makale

Yayın Tarihi:

3/2025

Belge Dili:

Türkçe

Document ID (Org No.):

2001331075

pISSN:

2619-8991

Concrete

Performance analysis

Retrofitting

TBDY 2018

EarthquakeBeton

Performans analizi

Güçlendirme

TBDY 2018

Deprem

Sayı

Makale detayları

Yazarlar: Enes Ekinci | Alper Özmen

Yayıncı: Karyay Karadeniz Yayımcılık

Ana Başlıklar: İnşaat Yapım Mühendisliği

Dergi: Black Sea Journal of Engineering and Science Vol.8 Issue 2, pp.285-297

Belge Tipi: Makale

Yayın Tarihi: 3/2025

Belge Dili: Türkçe

Document ID (Org No.): 2001331075

pISSN: 2619-8991

Sayı

Yazarlar:

Enes Ekinci | Alper Özmen

Yayıncı:

Karyay Karadeniz Yayımcılık

Ana Başlıklar:

İnşaat Yapım Mühendisliği

Dergi:

Black Sea Journal of Engineering and Science Vol.8 Issue 2, pp.285-297

Belge Tipi:

Makale

Yayın Tarihi:

3/2025

Belge Dili:

Türkçe

Document ID (Org No.):

2001331075

pISSN:

2619-8991