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라이즈-스팬 비에 따른 개폐식 돔 지붕의 외장재 설계용 피크순압력계수 KCI 등재

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

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  • URLhttps://db.koreascholar.com/Article/Detail/434912
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한국공간구조학회지 (JOURNAL OF THE KOREAN ASSOCIATION FOR AND SPATIAL STRUCTURES)
한국공간구조학회 (Korean Association for Spatial Structures)
초록

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.

목차
1. 서론
2. 풍동실험
    2.1 실험 모형
    2.2 접근 유동 특성 및 데이터 취득
3. 결과 및 고찰
    3.1 f/D에 따른 풍압 특성
    3.2 고도분포지수에 따른 피크순압력 특성
4. 외장재 설계용 피크순압력계수
5. 결론
References
저자
  • 천동진(서울과학기술대학교 스마트건축기술연구소 선임연 구원, 공학박사) | Cheon Dong-Jin (Smart Building Technology Research Institute, Seoul National University of Science and Technology)
  • 김용철(동경공예대학교 공학과 건축코스 교수, 환경학박사) | Kim Yong-Chul (Dept. of Engineering, Architecture Course, Tokyo Polytechnic University) Corresponding author