임퍼펙션을 고려한 100m 단층 래티스 돔의 지진 응답

Earthquake Response of 100m Single-Layered Lattice Domes Considering Imperfections

  • 발행 : 2019.03.15

초록

키워드

참고문헌

  1. Midas Programming, MidasIT, 2018
  2. Park, K. G., Chung, M. J., & Lee, D. G., "Earthquake Response Analysis for Seismic Isolation System of Single Layer Lattice Domes With 300m Span", Journal of Korean Association for Spatial Structures, Vol.18, No.3, pp.105-116, 2018 https://doi.org/10.9712/KASS.2018.18.3.105
  3. Liew, J. Y. R. (2018). Design and Construction of Complex Large Roof Structures. Proceedings of the 12th Asian Pacific Conference on Shell and Spatial Structures, pp.56-70
  4. Oya, S., Hangai, Y., & Kawaguchi, K. (2000). Preliminary Design of Single Layer Lattice Domes for Experimental Study. Proceedings of the Sixth Asian Pacific Conference on Shell and Spatial Structures, pp.263-270
  5. Kato, S., Nakazawa, S., Uchikoshi, M., & Mukaiyama, Y. (2000). Response Reducing Effect of Seismic Isolation System Installed between Large Dome and Lower Structures. Proceedings of the Sixth Asian Pacific Conference on Shell and Spatial Structures, pp.323-330
  6. Kim, Y. S., Kang, J. W., & Kim, G. C., "The Seismic Response Analysis of Lattice Dome According to Direction of Seismic Load", Journal of Korean Association for Spatial Structures, Vol.18, No.3, pp.133-140, 2018 https://doi.org/10.9712/KASS.2018.18.3.133