DOI QR코드

DOI QR Code

중간층 면진을 적용한 돔 구조물의 하부 구조 높이에 따른 지진 응답 분석

Seismic Response Analysis According to the Height of Substructure of the Dome Structure Using Mid-Story Isolation System

  • 최나영 (영남대학교 일반대학원 건축학과) ;
  • 김현수 (선문대학교 건축사회환경학부) ;
  • 강주원 (영남대학교 건축학부)
  • 투고 : 2019.08.22
  • 심사 : 2019.09.10
  • 발행 : 2019.12.15

초록

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.

키워드

참고문헌

  1. Kang, J. W., "Trend of Large spatial Structures Technology by Internal and External", Journal of the Korean Institute of Building Construction, Vol.16, No.4, pp.16-23, 2016
  2. Kang, J. W., & Jung, C. W., "Seismic Behavior According to Type of Large Spatial Structures", Journal of Korean Association for Spatial Structures, Vol.8, No.1, pp.5-12, 2008
  3. Kim, S. G., Kim, Y. S., Kim, G. C., & Kang, J. W., "The Seismic Response According to Rise-Span Ratio of the Arch Structure With Seismic Isolation", Journal of Korean Association for Spatial Structures, Vol.18, No.1, pp.55-65, 2018 https://doi.org/10.9712/KASS.2018.18.1.55
  4. Lee, Y. R., Seok, K. Y., & Kang, J. W., "A Study on Dynamic Response Property of Latticed Domes According to Natural Frequency Ratio of Substructure", Journal of Korean Association for Spatial Structures, Vol.16, No.3, pp.59-66, 2016 https://doi.org/10.9712/KASS.2016.16.3.059
  5. Kim, G. C., & Ju, D. H., "The Seismic Behavior of the Spacial Structure with Seismic Isolation", Journal of Korean Association for Spatial Structures, Vol.8, No.6, pp.49-58, 2008
  6. Lee, Y. R. (2016). A Study on Dynamic Response Characteristics according to Natural Frequency Ratio between Dome Structure and Substructure (Master's thesis). Yeungnam University, Republic of Korea.
  7. Kim, G. C., Kim, K. I., & Kang, J. W., "The Seismic Behavior of the Truss-Arch Structure with Seismic Isolation", Journal of Korean Association for Spatial Structures, Vol.8, No.2, pp.73-84, 2008
  8. Kang, J. W., & Kim, G. C., "Seismic Response Control of Arch Structure by Using Passive TMD", Journal of the Architectural Institute of Korea Structure & Construction, Vol.26, No.7, pp.37-44, 2010