Field Reconnaissance and Earthquake Vulnerability of the RC Buildings in Adıyaman during 2023 Türkiye Earthquakes

• Published in: Applied sciences Vol. 14; no. 7; p. 2860
• Main Authors: Işık, Ercan, Avcil, Fatih, İzol, Rabia, Büyüksaraç, Aydın, Bilgin, Hüseyin, Harirchian, Ehsan, Arkan, Enes
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01.04.2024
• Subjects: Adıyaman; Advertising executives; Analysis; Concrete; Construction; damage; Earthquake damage; Earthquakes; field reconnaissance; Investigations; Kahramanmaraş earthquakes; Masonry; Numerical analysis; RC buildings; Reinforced concrete; Seismic engineering; Seismology; Turkey
• ISSN: 2076-3417; 2076-3417
• DOI: 10.3390/app14072860

The 6th February 2023 Pazarcık and Elbistan earthquakes (Mw = 7.7 and Mw = 7.6) caused great destruction in many cities and were the disaster of the century for Türkiye. The greatest destruction was caused in the provinces of Hatay, Kahramanmaraş, and Adıyaman during these earthquakes, which were independent of each other and occurred on the same day. Information about earthquakes and strong ground motion records is given within the scope of this study. Reinforced concrete (RC) structures which constitute a large part of the urban building stock in the earthquake region were exposed to structural damage at different levels. The structural damage in the RC structures in the city center, Gölbaşı, and Kahta districts of the province of Adıyaman was evaluated within the scope of earthquake and civil engineering after field investigations. Insufficient RC, low-strength concrete reinforcement problems, RC frame failure, heavy overhang, short columns, soft story, and pounding effect are the main causes of the earthquake damage. The presence of these factors that reduce the earthquake resistance of RC structures increased the damage level. In addition, the fact that the earthquakes occurred nine hours apart and the continuation of aftershocks during that period negatively affected the damage levels. It has been observed that structures that receive the necessary engineering services during the construction and project phases ensure the safety of life and property, even if the structure is slightly damaged. In this study, we also tried to reveal whether the target displacements were satisfactorily represented by numerical analysis for a sample RC structure.