The resilience performance evaluation method of a structure can evaluate the ability to recover after an earthquake disaster, and this study deals with the consideration and introduction of the resilience performance evaluation method. The resilience evaluation method can be expressed as a quantified number by constructing a loss estimation model and a recovery evaluation model. The recovery evaluation model should consider downtime in addition to the repair time, and the loss estimation model should consider not only direct loss to structures and non-structures, but also indirect loss due to functional loss of the building. In addition, to build a loss estimation model, the structure should be simplified to perform an efficient analysis. Therefore, in this study, the equivalent terminal induction system proposed cantilever-type and rahmen-type SDOF, and it is evaluated somewhat conservatively compared to the example structure, and it is judged that there is a need to improve the hysteresis characteristics by applying the stiffness reduction factor of the SDOF model.

Abstract
1. 서론
2. 회복탄력성 기반 성능평가 개요
3. 손실·복구 기간 예측모델
4. 손실 비용 예측을 위한 등가단자유도시스템
    4.1 등가단자유도 해석모델
    4.2 증분동적해석
    4.3 지진취약도 해석
5. 결론
References

• 김유성(영남대학교 일반대학원 건축학과) | Kim Yu-Seong (Dept. of Architecture, Yeungnam University)
• 강주원(영남대학교 건축학부) | Kang Joo-Won (School of Architecture, Yeungnam University)
• 이준호(서일대학교 건축공학과) | Lee Joon-Ho (Dept. of Architecture Eng., Seoil University) 교신저자