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A Study on the Distribution of the Peak Wind Pressure for Rooftop Signboards

건물 옥상에 설치되는 옥상 간판의 피크풍압 분포에 대한 연구

  • Nam, Byung-Hee (College of Architecture Engineering, Chonbuk National Univ.) ;
  • You, Jang-Youl (College of Architecture Engineering, Songwon Univ.) ;
  • Lee, Nam-Hun (School of Engineering, Science, and Technology, Central Connecticut State Univ.) ;
  • You, Ki-Pyo (College of Architecture Engineering, Chonbuk National Univ., Long-span Steel Frame System Research Center)
  • 남병희 (전북대학교 건축공학과 대학원) ;
  • 유장열 (송원대학교 건축공학과) ;
  • 이남훈 ;
  • 유기표 (전북대학교 건축공학과, 장경간철골구조농촌시설물연구센터)
  • Received : 2018.04.03
  • Accepted : 2018.05.16
  • Published : 2018.06.15

Abstract

Unlike other types of outdoor advertisements, rooftop signboards are installed on the roofs of buildings, rather than on their outer walls. This means that the area of a rooftop signboard is commonly larger than that of a general outdoor signboard. Moreover, as such signboards are greatly influenced by the wind, they can suffer a lot of damage from typhoons and strong winds every year. However, there is no wind load specification for rooftop signboards. In this study, wind pressure experiments were conducted to investigate the peak wind pressure on each side of rooftop signboards installed on the roofs of 5-15 story buildings in a city center. The minimum peak wind pressure coefficient was -3.0 at the bottom edges of the front and back of the rooftop signboards and -2.0 along the entire length of the sides. As the height of the rooftop signboard increased with the increasing height of the buildings, the peak value was found to be larger than the absolute peak value for the minimum peak wind pressure coefficient. The maximum and minimum peak wind pressure distributions of the rooftop outdoor signboards were influenced by the position of the signboard and the wind angle.

Keywords

References

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