Wind and Structures

  • 제13권6호
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  • Pages.499-517
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  • 2010
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  • 1226-6116(pISSN)
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  • 1598-6225(eISSN)
테크노프레스 (Techno-Press)
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Effects of taper and set-back on wind force and wind-induced response of tall buildings

  • Kim, Yongchul (Wind Engineering Research Center, Tokyo Polytechnic University) ;
  • Kanda, Jun (Graduate School of Frontier Sciences, The University of Tokyo)
  • 투고 : 2009.09.15
  • 심사 : 2010.05.11
  • 발행 : 2010.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

Advances in structural materials and construction methods have resulted in flexible and light tall buildings, making an assessment of structural safety during strong wind and serviceability/habitability during comparable medium/weak wind important design criteria. So far, lots of studies on suppressing the wind-induced responses have been carried out for tall buildings with aerodynamic modification. Most of the studies on aerodynamic modification have forced on the corner modification, while the studies on taper and set-back are limited. Changes of sectional shape through taper and set-back can modify the flow pattern around the models, encouraging more 3-dimensionalities, which results in reducing the wind-induced excitations. This paper discusses the characteristics of overturning moments and wind-induced responses of the tall buildings with height variations. The reduction of mean along-wind and fluctuating across-wind overturning moments are apparent in the suburban area than in urban area. A series of the response analyses, the rms displacement responses of the tall buildings with height variations are reduced greatly, while the rms acceleration responses are not necessarily reduced, showing dependences on wind direction.

키워드

참고문헌

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  15. Comparison of aerodynamic coefficients of various types of Y-plan-shaped tall buildings vol.21, pp.7, 2020, https://doi.org/10.1007/s42107-020-00265-9
  16. Aerodynamic modifications for reduction of wind loads on cross plan shaped tall building vol.33, pp.2, 2010, https://doi.org/10.12989/was.2021.33.2.123
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