Wind and Structures

  • 제4권4호
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  • Pages.299-314
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  • 2001
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  • 1226-6116(pISSN)
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  • 1598-6225(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Wind tunnel model studies to predict the action of wind on the projected 558 m Jakarta Tower

  • Isyumov, N. (Boundary Layer Wind Tunnel Laboratory, The University of Western Ontario) ;
  • Case, P.C. (Boundary Layer Wind Tunnel Laboratory, The University of Western Ontario) ;
  • Ho, T.C.E. (Boundary Layer Wind Tunnel Laboratory, The University of Western Ontario) ;
  • Soegiarso, R. (PT Menara Jakarta)
  • 발행 : 2001.08.25
⟨ 이전 논문 다음 논문 ⟩

초록

A study of wind effects was carried out at the Boundary Layer Wind Tunnel Laboratory (BLWTL) for the projected 558-m high free-standing telecommunication and observation tower for Jakarta, Indonesia. The objectives were to assist the designers with various aspects of wind action, including the overall structural loads and responses of the Tower shaft and the antenna superstructure, the local wind pressures on components of the exterior envelope, and winds in pedestrian areas. The designers of the Tower are the East China Architectural Design Institute (ECADI) and PT Menara Jakarta, Indonesia. Unfortunately, the project is halted due to the financial uncertainties in Indonesia. At the time of the stoppage, pile driving had been completed and slip forming of the concrete shaft of the Tower had begun. When completed, the Tower will exceed the height of the CN-Tower in Toronto, Canada by some 5 m.

키워드

참고문헌

  1. American Society of Civil Engineers (ASCE) (1999), Manual of practice No. 67 Wind tunnel model testing of buildings and structures.
  2. Case, P.C., Ho, T.C.E., Isyumov, N. and Mikitiuk, M. (1996), "Wind engineering studies for the Menara Jakarta", Jakarta, Indonesia, The University of Western Ontario Report BLWT-SS25-1996, London, Ontario, Canada.
  3. Isyumov, N., Davenport, A.G. and Monbaliu, J. (1984), "CN-Tower, Toronto: Model and full-scale response to wind", 12th Congress IABSE, Vancouver, B.C., Canada, September.
  4. Isyumov, N. (1982), "The aeroelastic modeling of tall buildings", Wind Tunnel Modeling for Civil Engineering Applications, Cambridge University Press.
  5. Isyumov, N. (1995), "Motion Perception, Tolerance and Mitigation", Proc. 5th World Congress of CTBUH, Amsterdam Netherlands.

피인용 문헌

  1. Performance-based wind design of tall buildings: concepts, frameworks, and opportunities vol.31, pp.2, 2020, https://doi.org/10.12989/was.2020.31.2.103
  2. Dynamic Response of Tall Mass-Timber Buildings to Wind Excitation vol.146, pp.10, 2001, https://doi.org/10.1061/(asce)st.1943-541x.0002746
  3. Nonlinear Dynamic Response of Single-Degree-of-Freedom Systems Subjected to Along-Wind Loads. I: Parametric Study vol.147, pp.11, 2021, https://doi.org/10.1061/(asce)st.1943-541x.0003125