Journal of Korean Association for Spatial Structures (한국공간구조학회논문집)

Korean Association for Spatial Structures (한국공간구조학회)
권호 표지
DOI QR코드

DOI QR Code

A Study on Optimum Mass of TMD for Improving Seismic Response Control Performance of Retractable-Roof Spatial Structure

개폐식 대공간 구조물의 지진 응답 제어 성능 향상을 위한 TMD의 최적 질량에 관한 연구

  • 김동형 (영남대학교 일반대학원 건축학과) ;
  • 김현수 (선문대학교 건축사회환경학부) ;
  • 강주원 (영남대학교 건축학부)
  • Received : 2019.08.22
  • Accepted : 2019.09.09
  • Published : 2019.09.15
Download PDF
⟨ Previous Next ⟩

Abstract

In this study, the retractable-roof spatial structure was chosen as the analytical model and a tuned mass damper (TMD) was installed in the analytical model in order to control the seismic response. The analysis model is mainly consisted of runway trusses (RT) and transverse trusses (TT), and the displacement response was analyzed by installing TMD on those trusses. The mass of the single TMD which is installed in the analytical model was set to 1% of the total structure mass and the total TMD mass ratio was set to be 8% or 6%. In addition, the mass of a single TMD was varied depending on the number of installations. As a result of analyzing the optimal number of installations of TMD, the displacement response was reduced in all cases compared to the case without TMD. Above all, the case with 8 TMDs was the most effective in reducing he displacement response. However, in this case, as the load on the upper structure of the retractable-roof spatial structure increases, the total mass ratio of TMD was maintained and the number of TMDs was increased to reduce the mass ratio of one TMD.

Keywords

References

  1. Kang, J. W., Kim, G. C., Kim H. S., & Seok, G. Y., "The present and Future of Retractable Roof Structures", Journal of Korean Association for Spatial Structures, Vol.14, No.3, pp.24-31, 2014
  2. Kawaguchi, K., & Suzuki, Y. (2005). Damage investigations of public hall in Nagaoka city after Niigata-Chuetu earthquake 2004 in Japan. Proceedings of the International Symposium of Shell and Spatial Structures, The Netherlands, pp.421-428
  3. Kawaguchi, K., "A Report on Large Roof Structures Damaged by the Great Hanshin-Awaji Earthquake", International Journal of Space Structures, Vol.12, No.3-4, pp.134-147, 1997 https://doi.org/10.1177/026635119701200303
  4. Kawaguchi, K., Yosuke, N., Yoshiro, O., & Shunji, O. (2013). Non-Structural Components and Life-Safety in Large Rooms of Spatial Structures. Proceedings of IASS Annual Symposia, Poland, pp.23-27, 2013
  5. Cho, Y. W., Lee, S. J., & Han, S. E., "Optimum Design of the Spatial Structures using TABU Algorithm", Journal of the Architectural Institute of Korea Structure & Construction, Vol.22, No.1, pp.53-60, 2006
  6. Pellegrino, S., Kassabian, P. E., & You, Z., "Retractable roof structures", Structures & Buildings, Vol.134, No.1, pp.45-56, 1999
  7. Kang, J. W., Kim, G. C., & Kim, H. S., "Seismic Response Control of Arch Structures using Semi-active TMD", Journal of Korean Association for Spatial Structures, Vol.9, No.5, pp.103-110, 2010
  8. Kim, H. S., & Kang, J. W., "Design Method Development of Smart TMD for Retractable-Roof Spatial Structure", Journal of Korean Association for Spatial Structures, Vol.17, No.3, pp.107-115, 2017 https://doi.org/10.9712/KASS.2017.17.3.107
  9. Lee, Y. R., Kim, H. S., & Kang, J. W., "Investigation Into Optimal Installation Position of TMD for Efficient Seismic Response Reduction of Retractable-Roof Spatial Structure", Journal of Korean Association for Spatial Structures, Vol.18, No.2, pp.43-50, 2018 https://doi.org/10.9712/KASS.2018.18.2.43
  10. Lee, Y. R., Ro, H. S., Kim, H. S., & Kang, J. W., "Seismic Response Control Performance Evaluation of Retractable-Roof Spatial Structure With Variation of TMD Mass", Journal of Korean Association for Spatial Structures, Vol.19, No.1, pp.75-82, 2019 https://doi.org/10.9712/KASS.2019.19.1.75