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Peak Net Pressure Coefficients for Cladding Design of Retractable Dome Roofs according to Rise-Span Ratio

라이즈-스팬 비에 따른 개폐식 돔 지붕의 외장재 설계용 피크순압력계수

  • Cheon, Dong-Jin (Smart Building Technology Research Institute, Seoul National University of Science and Technology) ;
  • Kim, Yong-Chul (Dept. of Engineering, Architecture Course, Tokyo Polytechnic University)
  • 천동진 (서울과학기술대학교 스마트건축기술연구소) ;
  • 김용철 ( 동경공예대학교 공학과 건축코스)
  • Received : 2024.05.31
  • Accepted : 2024.06.04
  • Published : 2024.06.15

Abstract

In this study, the characteristics of wind pressure distribution on circular retractable dome roofs with a low rise-to-span ratio were analyzed under various approaching flow conditions by obtaining and analyzing wind pressures under three different turbulent boundary layers. Compared to the results of previous studies with a rise-to-span ratio of 0.1, it was confirmed that a lower rise-to-span ratio increases the reattachment length of the separated approaching flow, thereby increasing the influence of negative pressure. Additionally, it was found that wind pressures varied significantly according to the characteristics of the turbulence intensity. Based on these experimental results, a model for peak net pressure coefficients for cladding design was proposed, considering variations in turbulence intensity and height.

Keywords

Acknowledgement

이 논문은 2023년도 동경공예대학교 풍공학센터 공동연구(2023 Fiscal Year Wind Engineering Research Center Joint Usage/Research Center) (과제번호 23233001)의 연구비 지원에 의한 결과의 일부임.

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