지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
이용수
초록· 키워드
오류제보하기
There can be diverse causes in the destruction of a large space structure by strong wind such as characteristics of construction materials and changes in internal and external wind pressure of the structure. To evaluate the wind pressure of roof against the large space structure, wind pressure experiment is performed. However, in this wind pressure experiment, peak internal pressure coefficient is set according to the opening of the roof in Korea wind code. In this article, it was tried to identify the change of internal pressure coefficient and the characteristics of wind pressure coefficient acting on the roof by two kinds of opening on the side of the structure with Hyperbolic Paraboloid Spatial Structures roof. When analyzing internal pressure coefficient according to roof shape, it was found that minimum (52%) and maximum (30%~80%) overestimation was made comparing to partial opening type proposed in the current wind load. It is judged that evaluation according to the opening rate of the structure should be made to evaluate the internal pressure coefficient according to load.
목차
등록된 정보가 없습니다.
참고문헌 (16)
참고문헌 신청
Yuan-Qi Li / 2004 / Wind-Resistant Analysis for Large-span Single-layer Reticulated Shells 19(1):47~59
P. Biagini / 2006 / BLWT Tests and Design Loads on the Roof of the New Olympic Stadium in Piraeus :293~307
Qing-Shan Yang / 2005 / On Aerodynamic Stability of Membrane Structures 20(3):181~188
대한건축학회 / 2009 / 건설교통부 고시 건축구조기준 / 풍하중 2009.12
Guide to the Use of the Wind Load Provisions of ASCE7-2002
P. Biagini / 2006 / BLWT Tests and Design Loads on the Roof of the New Olympic Stadium in Piraeus :293~307
Qing-Shan Yang / 2005 / On Aerodynamic Stability of Membrane Structures 20(3):181~188
대한건축학회 / 2009 / 건설교통부 고시 건축구조기준 / 풍하중 2009.12
Guide to the Use of the Wind Load Provisions of ASCE7-2002
이 논문의 저자 정보
최근 본 자료
댓글(0)
0