Spatial structure does not have columns and walls installed inside, so they have a large space. There are upper structure and substructure supporting them. The response of seismic loads to the upper structure may be increased or decreased due to the effects of the substructure. Therefore, in this study, the seismic response of the upper structure and the floor response spectrum of the substructure were compared and analyzed according to the height of the substructure in the spatial structure where the LRB was installed. As a result, the possibility of amplification of response was confirmed as seismic waves passed though the substructure, which is likely to increase the response of the upper structures.

1. 서론
2. 해석 모델
    2.1 해석 모델의 개요
    2.2 해석 모델의 면진 장치
3. 해석 모델의 지진 응답
    3.1 El-centro 지진에 대한 동적 응답
    3.2 Northridge 지진에 대한 동적 응답
4. 해석 모델의 층 응답 스펙트럼
5. 결론
References

• 최나영(영남대학교 일반대학원 건축학과) | Choi Na-Young (Dept. of Architecture, Yeungnam University)
• 김현수(선문대학교 건축사회환경학부) | Kim Hyun-Su (Div. of Architecture & Civil Engrg., Sunmoon University)
• 강주원(영남대학교 건축학부) | Kang Joo-Won (School of Architecture, Yeungnam University) 교신저자