Akademik Veri Yönetim Sistemi
Engineering Failure Analysis, cilt.181, 2025 (SCI-Expanded)
This study investigates the seismic behavior and collapse mechanisms of the historical Sheik Ali Mosque in Antakya, Türkiye, which was heavily damaged during the 2023 Kahramanmaraş Earthquakes. A detailed three-dimensional finite element (FE) model of the mosque was developed, incorporating nonlinear material properties, to perform both pushover and nonlinear dynamic time-history analyses. The pushover analysis revealed lateral load capacities of approximately 12,000 kN in the longitudinal (X) direction and 10,500 kN in the transverse (Z) direction, with collapse displacements around ± 20 mm. Modal analysis showed a first mode frequency of 1.81 Hz for the minaret and 5.64 Hz for the main dome, consistent with field-based estimations. The analysis results revealed that the minaret exhibited significant displacement prior to the main structural elements and likely initiated the collapse sequence—consistent with field observations showing the minaret falling onto the main dome. While the finite element model could not simulate the impact interaction explicitly, it demonstrated that the dome itself was already undergoing critical deformations and would have eventually collapsed. Strain-based damage visualization indicated progressive cracking in the arches, the dome shell, and the load-bearing walls, aligning well with the observed post-earthquake damage patterns. Lateral force capacity estimates obtained from pushover analysis and empirical code-based formulas were in strong agreement, further validated by dynamic analysis results. Despite modeling limitations, the findings highlight the reliability of combining numerical simulations with field surveys to evaluate seismic vulnerability in heritage structures. The study also emphasizes the necessity of region-specific assessment strategies and practical empirical tools for rapid risk evaluation and prioritization in seismic heritage conservation.