The Gopura in Preah Pithu T temple, which is partially damaged and collapsed, is densely wooded and has a high percentage of humidity due to moats and ponds, the stone materials are not in good condition and significantly damaged due to intrinsic structural defects and other damage factors. The examination of major endangered and vulnerable parts through status analysis is also necessary in order to restore the Gopura in T temple in a more structurally stable state. This study proposes the effective structural safety inspection measures by applying rational structural modeling and structural analysis method reflecting the damage type by construction type and carrying out structural safety evaluation by damage type and member based on the results of analysis.

Abstract
1. 서론
2. T사원 고푸라의 축조 및 손상현황 분석
3. 불연속체 거동을 반영한 해석기법 및재료특성
    3.1 개별요소 해석기법의 적용
    3.2 석재 및 절리면 재료특성
4. 구조모형화 방안
5. 취약부위 구조해석 및 결과분석
    5.1 기본모델에 대한 구조해석 및 결과분석
    5.2 취약부재탈락 모델에 대한 구조해석 및 결과분석
6. 취약부위에 대한 구조안전성 평가
7. 결론
감사의 글
References

• 김호수(청주대학교 건축공학과 교수, 공학박사) | Kim Ho-Soo (Dept. of Architectural Eng., Cheongju University)