Abstract—This study introduces a resilience performance evaluation method for structures, which assesses their ability to recover following an earthquake disaster. The resilience evaluation approach quantifies recovery capacity through a loss estimation model and a recovery evaluation model. The recovery evaluation model considers both repair time and downtime, while the loss estimation model includes not only direct damage to structural and non-structural components but also indirect losses due to functional disruption. To develop an efficient loss estimation model, structural simplification is required. Accordingly, this study proposes an equivalent terminal induction system, applying both Cantilever-Type and Rahmen-Type Single-Degree-of-Freedom (SDOF) models. The evaluation results indicate a slightly conservative estimate compared to the example structure, suggesting that further improvements in hysteresis behavior could be achieved by incorporating a stiffness reduction factor into the SDOF model.