If an excessive displacement occurs in the base isolation system, the structure will be damaged due to overturning of the upper structure. In this study, we analyze the behavior of base isolation by applying earthquake to base isolation with anti-uplift device. In the case of structures that generate horizontal reaction forces such as arch structures, horizontal reaction forces must be considered in the design of the base isolation and structural members. And anti-uplift device for preventing the excessive displacement of the base isolation system is needed.

Abstract
1. 서론
2. 아치구조물의 정적/동적 특성
3. 면진 아치구조물의 지진응답
    3.1 면진장치 및 지진하중
    3.2 수평반력에 따른 면진장치의 변위응답
    3.3 면진장치 아치구조물의 지진응답
4. 인장저항 면진장치
    4.1 인장저항 면진장치의 지진응답
    4.2 인장저항 면진장치의 이력거동
5. 결론
References

• 김기철(서일대학교 건축공학과) | Kim Gee-Cheol (Dept. of Architecture Eng., Seoil University) 교신저자
• 장명호(대림대학교 건축과) | Jang Myung Ho (Dept. of Architecture, Daelim University)