Seismic Performance Assessment of Structural Systems in the Aftermath of the 2023 Kahramanmaraş Earthquakes: Observations and Fragility Analyses

Abstract

This article evaluates how different reinforced concrete (RC) building systems in T & uuml;rkiye behaved during the extreme 2023 Kahramanmara & scedil; earthquakes. The analysis relies on a comprehensive field survey covering 242 RC buildings across various heavily affected locations. Most surveyed buildings were low- and mid-rise RC moment frames and frame-wall (hybrid) systems, with RC wall construction being less commonly observed. Both RC frame and hybrid buildings exhibited several common deficiencies, resulting in significant structural and non-structural damage due to high drift demands. The performance of RC wall construction varied, with some buildings sustaining severe damage while others remained largely unaffected. An analysis of structural plans revealed that RC wall buildings with adequate wall amounts demonstrated exceptional performance, while those with inadequate amounts of walls experienced severe damage. In addition, fragility analyses using simplified models based on surveyed buildings reinforced these findings. The analyses suggested that RC frame and hybrid systems were insufficient in ensuring life safety during the earthquakes. Conversely, properly designed RC wall buildings are expected to perform well. This alignment between field observations and fragility analyses underscores the reliability of the study's findings and emphasizes the effectiveness of RC wall construction in mitigating seismic risks and protecting life and property.