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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2024.4
- 수록면
- 660 - 663 (4page)
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초록· 키워드
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The response of the underground structure to the earthquake tends to be very different from that of the ground structure affected by the natural cycle. Underground structures have displacement similar to ground vibration because they cannot vibrate freely due to the surrounding ground. As the analysis method according to this, it is recommended to use the response displacement method, which can be interpreted only as the relationship between the rigidity and the load of the structure. Therefore, in this study, an experiment was conducted to find out the rigidity and behavior of underground structures of various sizes using the response displacement method. This study proposes a simplified model that can predict the rigidity and behavior of the actual structure by comparing the rigidity and behavior of the structure appearing in the existing 3D model with a simplified 2D model. Structural analysis was performed by selecting a structure with four conditions. As a result of the experiment, it was found that the displacement generated in the 2D structure increased by about 30-40% compared to the displacement in the existing 3D structure. In other words, it was judged that the structure can be designed more safely if the structural design is carried out based on the 2D structure.
목차
Abstract
1. 서론
2. 대상 구조물 선정 및 모델링
3. 대상 구조물 종합 해석 및 결과
4. 결론
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