대한건축학회논문집 (Journal of the Architectural Institute of Korea)

  • 제38권12호
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  • Pages.327-336
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  • 2022
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  • 2733-6239(pISSN)
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  • 2733-6247(eISSN)
대한건축학회 (Architectural Institute of Korea)
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고층건축물의 내풍설계를 위한 풍향별 풍응답 특성 - 풍력계수를 중점으로 -

Characteristics of Wind-Induced Response by Wind Direction for Wind Resistant Design of High-rise Buildings - Focusing on the Wind Coefficient -

  • 신동현 (금오공과대학교 건축공학과) ;
  • 하영철 (금오공과대학교 건축공학과)
  • Shin, Dong-Hyeon (Dept. of Architectural Engineering, Kumoh National Institute of Technology) ;
  • Ha, Young-Cheol (Dept. of Architectural Engineering, Kumoh National Institute of Technology)
  • 투고 : 2022.09.27
  • 심사 : 2022.11.17
  • 발행 : 2022.12.30
⟨ 이전 논문 다음 논문 ⟩

초록

In the preliminary design stage of a building, the wind load is generally calculated through a given criteria and applied to the wind resistance design. However, the wind load calculation formula provided by KDS-2022 can be calculated for various side ratios(D/B) and Aspect ratios(H/${\sqrt{BD}}$), but only for one wind direction (0°) of a rectangular structure can be calculated. Therefore, it is not possible to fully consider the wind load generated in the wind direction other than 0°. In this study, the wind force coefficient required to calculate the wind load tended to change according to various Aspect ratios(H/${\sqrt{BD}}$), side ratios(D/B), and surface roughness. The experiment was conducted by setting variables with four Aspect ratios(H/${\sqrt{BD}}$), 11 side ratios(D/B), and four surface roughness. In the case of the mean wind force coefficients of the X-axis and Y-axis, the effect of the Aspect ratios(H/${\sqrt{BD}}$) was small, and the fluctuating moment coefficient was found to be affected by all of the Aspect ratios(H/${\sqrt{BD}}$), side ratios(D/B), and surface roughness. In the case of the Z-axis, it was found to be affected by the surface roughness and side ratios(D/B).

키워드

참고문헌

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