Phayathonzu temple in Myanmar was made of masonry bricks, and so it was vulnerable to lateral load such as earthquake. Especially, it has many difficulties in structural modeling and dynamic analysis because the discontinuous characteristics of masonry structure should be considered. So, it is necessary to provide the seismic performance evaluation technology through the inelastic dynamic modeling and analysis under earthquake loads for the safety security of masonry brick temple. Therefore, this study analyzes the seismic behavior characteristics and evaluates the seismic performance for the 479 structure with many cracks and deformations. Through the evaluation results, we found out the structural weak parts on earthquake loads.

1. 서론
2. 사원의 배치 및 손상현황
    2.1 사원의 배치현황
    2.2 사원의 손상현황
3. 입력지진파 산정
4. 구조모형화 및 비탄성 동적해석
    4.1 개요
    4.2 프로그램을 통한 구조모형화
    4.3 소성전단힌지를 적용한 구조모형화
    4.4 비탄성 동적해석 및 지진거동 특성
5. 비탄성 동적해석 결과에 따른 내진성능 평가
    5.1 가로줄눈파괴 내진성능 평가
    5.2 층간변형각 내진성능 평가
6. 결론
References

• 김호수(청주대학교 건축공학과 교수) | Kim Ho-Soo (Dept. of Architectural Engineering, Cheongju University) Corresponding author