In case of stone pagoda structures, the various construction types appear, and various damages occur due to exposure to the outdoors for a long time. Such damages can be classified into non-structural damages and structural damages. However, studies for the effects of structural damages on stone pagoda structures are insufficient. Accordingly, this study intends to perform structural modeling and structural analysis according to structural damages of stone pagoda structure, and to perform risk analysis through the fragility curve. So, we expects that this study gives a great contribution to the preservation and maintenance of stone pagoda structures under the various structural damages.

Abstract
1. 서론
2. 석탑구조물의 구조적 손상 유형 및대표모델 분석
    2.1 석탑구조물의 구조적 손상 유형
    2.2 대표모델 선정
3. 구조모형화 및 입력하중
    3.1 주요 설계변수 설정
    3.2 한계상태기준 설정
    3.3 구조적 손상을 고려한 구조모형화
    3.4 입력지진파 산정
4. 위험도 분석
    4.1 붕괴 확률 및 취약도함수 도출
    4.2 취약도 함수를 통한 위험도 분석 방안
    4.3 위험도 분석 결과
5. 결론
References

• 김호수(청주대학교 건축공학과) | Kim Ho-Soo (Dept. of Architecture Engineering, Cheongju Univ.) 교신저자
• 김동관(청주대학교 건축공학과) | Kim Dong-Kwan (Dept. of Architecture Engineering, Cheongju Univ.)
• 전건우(청주대학교 건축공학과) | Jeon Geon-Woo (Dept. of Architecture Engineering, Cheongju Univ.)