In this study the characteristics of wind pressure that are depending on the open type of retractable dome roof were analyzed according to the wind pressure coefficient and wind pressure spectrum. The analysis results showed that the open type and shape of the roof both had a significant impact on the wind pressure changing. In case of the edge to center open type, the wind pressure has not changed much because of the complex turbulence of flow and open area. On the other hand, in case of the center to edge open type, it has confirmed that wind pressure increases due to the separation of flow in windward and open area.

Abstract
1. 서론
2. 풍동실험 개요
3. 풍동실험 결과 및 고찰
    3.1 평균풍압계수
    3.2 최대부압계수
    3.3 최대정압계수
    3.4 변동풍압의 파워스펙트럼
    3.5 최대부압계수 및 최대정압계수 비교
4. 결론
References

• 천동진(서울과학기술대학교 건축과) | Cheon Dong-jin (Department of Architecture, Seoul National University of Science and Technology)
• 이종호(서울과학기술대학교 건축과) | Lee Jong-Ho (Department of Architecture, Seoul National University of Science and Technology)
• 김용철(동경공예대학교 건축학과) | Kim Yong-Chul (Dept. of Architecture, Tokyo Polytechnic Univ.)
• 윤성원(서울과학기술대학교 건축학부) | Yoon Sung-Won (School of Architecture, Seoul National University of Science and Technology) 교신저자