Journal of Korean Association for Spatial Structures (한국공간구조학회논문집)

Korean Association for Spatial Structures (한국공간구조학회)
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Application of Mid-story Isolation System for Seismic Response Reducing of Dome Structure

돔 구조물의 지진응답 저감을 위한 중간 면진장치의 적용

  • Received : 2016.10.17
  • Accepted : 2016.10.31
  • Published : 2016.12.15
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Abstract

The seismic isolation system reduces the seismic vibration that is transmitted from foundation to upper structure. This seismic isolation system can be classified into base isolation and mid-story isolation by the installation location. In this study, the seismic behavior of dome structure with mid-story isolation is analyzed to verify the effect of seismic isolation. Mid-story isolation is more effective than base isolation to reduce the seismic responses of roof structure. Also, this isolation would be excellent in structural characteristics and construction.

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References

  1. An Earthquake of Gyeongju(Monday, September 12, 2016 07:00PM), The Meteorological Administration, http://www.kma.go.kr
  2. J.W. Kang, C.W. J, "Seismic Behavior According to Type of Large Spatial Structures", Journal of the Korean Association for Spatial Structures, Vol. 8, No. 1, 2008, pp. 5-12
  3. Arjang Sadeghi, "Horizontal Earthquake Loading and linear/Nonlinear Seismic Behavior of Double Layer Barrel Vaults," International Journal of Space Structure, Vol.19, No. 1, 2004, pp. 21-37 https://doi.org/10.1260/026635104322988344
  4. Ikuo Tatemich and Mamoru Ka waguchi, "A New Approach to Seismic Isolation: Possible Application in Space Structures," International Journal of Space Structure, Vol. 15, No. 2, 2000, pp. 145-154 https://doi.org/10.1260/0266351001495044
  5. G.C. Kim, K.I. Kim and J.W. Kang, "The seismic behavior of the truss-arch structure with seismic isolation", Journal of the Korean Association for Spatial Structures, Vol. 8, No. 2, 2008, pp. 73-84
  6. D.K. Kim, D.G. Lee, J.E. Jung, and K.H. Nam-Gung, "Application of Non-linear Seismic Isolators in Regular and Irregular Buildings", Journal of the Earthquake Engineering Society of Korea, Vol. 5, No. 1, 2001, pp. 37-44
  7. G.C. Kim, D.H. Ju, "Seismic Behavior of the Spacial Structure with Seismic Isolation", Journal of the Korean Association for Spatial Structures, Vol. 8, No. 6, 2008, pp49-57
  8. D.K. Kim, D.S. Moon, W.B. Kim, "Application of Friction Pendulum System for Reduction of Torsional Deformation of Irregular Structures", Journal of the Architectural Institue of Korea Structure & Construction, Vol. 20, No. 8, 2004, pp. 59-66
  9. S.G. Cho, W.K. Park, S.M. Yun, "Finite Element Analysis of Lead Rubber Bearing by Using Strain Energy Function of Hyper-Elastic Material", Journal of the Korean Society of Civil Engineers, vol. 36, No. 3, 2016, pp 361-374 https://doi.org/10.12652/Ksce.2016.36.3.0361

Cited by

  1. The Seismic Response According to Rise-Span Ratio of the Arch Structure With Seismic Isolation vol.18, pp.1, 2018, https://doi.org/10.9712/KASS.2018.18.1.55
  2. Seismic Response Evaluation of Mid-Story Isolation System According to the Change of Characteristics of the Seismic Isolation Device vol.18, pp.1, 2018, https://doi.org/10.9712/KASS.2018.18.1.109