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건축물의 사용성 평가를 위한 풍향계수 산출 방법

A Method of Determining Wind Directionality Factor for Serviceability Evaluation of Buildings

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초록

Korea has the geographical characteristics of the sea on three sides, the mountains in the north and east, and the flatland in the west. In addition, winds such as westerlies and Monsoon blow differently by wind direction from region to region due to their geographical characteristics. However, the Korea Design Standard 41 12 00: 2019 stipulates that the basic design wind speed is uniform in all directions, which can be overestimated for wind direction with relatively weak winds. In this regard, the wind directionality factor is applied for a reasonable design in the Korea Design Standard 41 12 00: 2022. This study calculated wind directionality factor and the wind speed for 1-year return period for serviceability design by collecting 10 years of data from 8 locations. In previous studies, the wind speed for 1-year return period was calculated using the daily maximum wind speed provided by the Korea Meteorological Administration. But there may be missing wind speeds for a specific wind direction. Therefore, considering this, the daily maximum wind speed of all wind directions was obtained using the 10-minute mean wind speed data, and the wind speed for 1-year return period was calculated through the Weibull’s distribution. The wind directionality factor obtained from daily maximum wind speeds provided by the Korea Meteorological Administration was compared with that based on the 10-minute mean wind speed data, and then the difference between the two methods was analyzed.

Abstract

Korea has the geographical characteristics of the sea on three sides, the mountains in the north and east, and the flatland in the west. In addition, winds such as westerlies and Monsoon blow differently by wind direction from region to region due to their geographical characteristics. However, the Korea Design Standard 41 12 00: 2019 stipulates that the basic design wind speed is uniform in all directions, which can be overestimated for wind direction with relatively weak winds. In this regard, the wind directionality factor is applied for a reasonable design in the Korea Design Standard 41 12 00: 2022. This study calculated wind directionality factor and the wind speed for 1-year return period for serviceability design by collecting 10 years of data from 8 locations. In previous studies, the wind speed for 1-year return period was calculated using the daily maximum wind speed provided by the Korea Meteorological Administration. But there may be missing wind speeds for a specific wind direction. Therefore, considering this, the daily maximum wind speed of all wind directions was obtained using the 10-minute mean wind speed data, and the wind speed for 1-year return period was calculated through the Weibull’s distribution. The wind directionality factor obtained from daily maximum wind speeds provided by the Korea Meteorological Administration was compared with that based on the 10-minute mean wind speed data, and then the difference between the two methods was analyzed.

참고문헌 (9)

  1. "기상자료개방 포털"[URL]
  2. 대한건축학회, "Korean Design Standard 41 10 15", ~ (2019)
  3. 권성난, "건축물의 주골조 설계용 풍향계수의 추정", 한국풍공학회지, 23(1), pp.9~16 (2019), 한국풍공학회
  4. 조현주, "건축물의 사용성 평가용 1년 재현기대풍속과 풍향계수의 추정", 한국풍공학회지, 23(1), pp.3~8 (2019), 한국풍공학회
  5. 하영철, "한국 각지의 짧은 재현기간에 대한 풍향별 기대풍속", 대한건축학회논문집 구조계, 18(6), pp.31~38 (2002), 대한건축학회
  6. 日本建築學會, "建築物の振動に關する居住性能評價指針同解設", 38~ (1991)
  7. J. Counihan, "Adiabatic Almospheric Boundary Layers, Atmospheric Enviroment 9", pp.871~905 (1986), Pergamon Press
  8. 정선하, "건축구조기준(KBC-2009) 기본풍속도의 개선", 대한건축학회논문집 구조계, 30(5), pp.37~47 (2014), 대한건축학회
  9. 하영철, "건축물내풍설계" (2021), 구미서관

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