In this study, the seismic safety of nuclear power plant structures is evaluated and verified by performing a vibration test on a relatively simple shear wall structure. The shear walls are the prominent members of nuclear power plants and resist the seismic load. The shear wall structure is designed and manufactured to perform shaking table tests and is used to increase the accuracy of the analytical method by comparing them with the numerical analysis results. Different results will be checked and more efficient application methods will be studied depending on the method of designing reinforced concrete structures.

/ A B S T R A C T /
1. 서 론
2. 전단벽 구조물 진동시험
    2.1 시험체 설계
    2.2 지진응답시험
3. 수치해석
    3.1 해석 개요
    3.2 시험 전 해석
    3.3 시험 후 해석
4. 결과비교
5. 결 론
/ REFERENCES /

• 김기현((주)코네스코퍼레이션) | Kim Ki Hyun (KONES Corporation) Corresponding author
• 장영선((주)코네스코퍼레이션) | Jang Young Sun (KONES Corporation)