Field Observations and Damage Evaluation in Reinforced Concrete Buildings After the February 6th, 2023, Kahramanmaraş–Türkiye Earthquakes

Author:

Altunişik Ahmet Can12ORCID,Arslan Mehmet Emin3,Kahya Volkan1,Aslan Banu4,Sezdirmez Tuğrul5,Dok Gökhan6,Kirtel Osman7,Öztürk Hakan8,Sunca Fezayil1,Baltaci Alihan1,Emiroğlu Mehmet8,Günaydin Murat1,Adanur Süleyman1,Atmaca Barbaros1,Akgül Tahir7,Demir Aydın8,Tatar Tuba8,Aykanat Batuhan3,Haciefendioğlu Kemal1,Saribiyik Ali7,Yurdakul Muhammet1,Akbulut Yunus Emrahan1,Okur Fatih Yesevi1,Şen Furkan9,Genç Ali Fuat1,Başağa Hasan Basri1,Demirkaya Eren1,Güleş Osman1,Nas Murat1

Affiliation:

1. Department of Civil Engineering, Karadeniz Technical University, 61080 Trabzon, Türkiye

2. Earthquake and Structural Health Monitoring Research Center, Karadeniz Technical University, Trabzon, Türkiye

3. Department of Civil Engineering, Düzce University, Düzce, Türkiye

4. Construction Affairs, Ministry of Environment, Urbanization and Climate Change, Ankara, Türkiye

5. Disaster Damages Detection Department, Ministry of Environment, Urbanization and Climate Change, Ankara, Türkiye

6. Earthquake Studies Research and Application Center, Sakarya University of Applied Sciences, Sakarya, Türkiye

7. Department of Civil Engineering, Sakarya University of Applied Sciences, Sakarya, Türkiye

8. Department of Civil Engineering, Sakarya University, Sakarya, Türkiye

9. Department of Civil Engineering, Giresun University, 61080 Trabzon, Türkiye

Abstract

On February 6, 2023, two major earthquakes (Mw 7.7 and Mw 7.6) occurred in the province of Kahramanmaraş in southern Türkiye at 9-h intervals, causing a lot of loss of life and destruction in the region where approximately 16% of the country’s population lives. This study provides a comprehensive summary of common structural deficiencies that occurred in reinforced concrete (RC) buildings in earthquake-prone cities and proposes actionable measures systematically for future disasters. The evaluated data are based on the field observations of the authors. The main reasons for damages in RC buildings in the observation field can be classified into two categories: (1) the errors during the design stage (strong beam–weak column, short column, soft story, pounding effects, the existence of short and unconfined lap splices, insufficient transverse reinforcement, column–beam connection failures), and (2) the errors during the construction stage (poor concrete quality, unribbed reinforcing steel bar and corrosion, incorrect placement of reinforcement bars, incorrect end hook angle and length, weak gable walls, workmanship defects). Furthermore, a comparative nonlinear finite element analysis of the seismic impacts caused by the first earthquake on an existing RC building fully collapsed in the earthquake was conducted as a case study considering Türkiye Building Earthquake Code 2018 [TBEC 2018] “Türkiye Bina Deprem Yönetmeliği,” Afet ve Acil Durum Yönetimi Başkanlığı, Ankara (in Turkish)]. The validity and accuracy of the reasons for damages, which were reached by the field observations, were also proven by numerical analysis results. The importance of complying with the regulations, conducting the performance evaluations and controls of the buildings according to the renewed earthquake regulations and, if necessary, repairing–strengthening works were emphasized. The loss of life and property after the earthquakes that we experienced on February 6, 2023, which were called the “Disaster of the Century”, showed that Türkiye’s current building stock, especially those built before a certain date, is insufficient against earthquakes.

Publisher

World Scientific Pub Co Pte Ltd

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Oceanography

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