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Investigation of Peak Pressure Coefficient of Central Open Elliptical Dome Roof by Wind Tunnel Test

풍동실험을 통한 중심 개방 타원형 돔 지붕의 피크풍압계수 분석

  • 이종호 (서울과학기술대학교 대학원) ;
  • 천동진 (서울과학기술대학교 대학원) ;
  • 김용철 (Tokyo Polytechnic University 건축학과) ;
  • 윤성원 (서울과학기술대학교 건축학부)
  • Received : 2021.07.30
  • Accepted : 2021.09.02
  • Published : 2021.09.30

Abstract

This study investigated the wind pressure characteristics of an elliptical retractable dome roof with a central opening. Wind tunnel experiments were performed on elliptical dome roofs with varying wall height-to-span ratios (0.1-0.5) and opening ratio of 30%, where the opening ratio was defined as the ratio of the open area of the roof to the total area of the roof. The resulting peak pressure coefficients of the elliptical dome roof were then compared with those of the korean wind load code (KDS 41 10 15) as there are no current peak pressure coefficients for the cladding design code of elliptical dome roofs and open roofs. As a result, the experimental values exceeded the current code.

Keywords

Acknowledgement

이 연구는 2021년도 서울과학기술대학교 산학협력단 교내연구비 지원에 의한 결과의 일부임.

References

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