DOI QR코드

DOI QR Code

풍동실험을 통한 개폐 유형별 개폐식 돔 지붕의 풍압 특성 분석

Analysis of Wind Pressure Characteristics of Retractable Dome Roof by Opening Type Through Wind Tunnel Test

  • 천동진 (서울과학기술대학교 건축과) ;
  • 이종호 (서울과학기술대학교 건축과) ;
  • 김용철 (동경공예대학교 건축학과) ;
  • 윤성원 (서울과학기술대학교 건축학부)
  • Cheon, Dong-jin (Department of Architecture, Seoul National University of Science and Technology) ;
  • Lee, Jong-Ho (Department of Architecture, Seoul National University of Science and Technology) ;
  • Kim, Yong-Chul (Dept. of Architecture, Tokyo Polytechnic Univ.) ;
  • Yoon, Sung-Won (School of Architecture, Seoul National University of Science and Technology)
  • 투고 : 2020.11.25
  • 심사 : 2020.12.28
  • 발행 : 2021.03.15

초록

In this study the characteristics of wind pressure that are depending on the open type of retractable dome roof were analyzed according to the wind pressure coefficient and wind pressure spectrum. The analysis results showed that the open type and shape of the roof both had a significant impact on the wind pressure changing. In case of the edge to center open type, the wind pressure has not changed much because of the complex turbulence of flow and open area. On the other hand, in case of the center to edge open type, it has confirmed that wind pressure increases due to the separation of flow in windward and open area.

키워드

참고문헌

  1. Friedman, N., Farkas, G., & Ibrahimbegovic, A., "Deployable/retractable structures towards sustainable development", Pollack Periodica, Vol.6, No.2, pp.85-97, 2011, doi: 10.1556/Pollack.6.2011.2.8
  2. Pellegrino, S., Kassabian, P. E., & You, Z., "Retractable roof structures", Structures and Buildings, Vol.134, No.1, pp.45-56, 1999, doi: 10.1680/istbu.1999.31252
  3. Cheon, D. J., & Yoon, S. W., "Analysis of Wind Pressure Coefficient for Spatial Structure Roofs by Wind Load Standards and Wind Tunnel Tests", Journal of Korean Association for Spatial Structures, Vol.17, No.4, pp.103-113, 2017, doi: 10.9712/KASS.2017.17.4.103
  4. Liu, M., Li, Q. S., Huang, S. H., Shi, F., & Chen, F., "Evaluation of wind effects on a large span retractable roof stadium by wind tunnel experiment and numerical simulation", Journal of Wind Engineering and Industrial Aerodynamics, Vol.179, pp.39-57, 2018, doi: 10.1016/j.jweia.2018.05.014
  5. Kim, Y. C., Yoon, S. W., Cheon, D. J., & Song, J. Y., "Characteristics of wind pressures on retractable dome roofs and external peak pressure coefficients for cladding design", Journal of Wind Engineering and Industrial Aerodynamics, Vol.188, pp.294-307, 2019, doi: 10.1016/j.jweia.2019.02.016
  6. Cheon, D. J., Kim, Y. C., Lee, J. H., & Yoon, S. W., "Wind Pressure Spectra for Circular Closed and Open Dome Roofs", Journal of Korean Association for Spatial Structures, Vol.20, No.2, pp.69-76, 2020, doi: 10.9712 /KASS.2020.20.2.69 https://doi.org/10.9712/KASS.2020.20.2.69
  7. Cheng, C. M., & Fu, C. L., "Characteristic of wind loads on a hemispherical dome in smooth flow and turbulent boundary layer flow", Journal of Wind Engineering and Industrial Aerodynamics, Vol.98, No.6-7, pp.328-344, 2010, doi: 10.1016/j.jweia.2009.12.002