한국공간정보시스템학회:학술대회논문집
- 한국공간정보시스템학회 2004년도 춘계 학술발표회 논문집 제1권1호(통권1호)
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- Pages.113-122
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- 2004
케이블 돔의 구조물의 동적 비선형 해석
The Dynamic Analysis of Cable Dome Structures
- 발행 : 2004.05.22
초록
Cable domes deform very largely because of the characteristics of flexible hybrid system and pre-tension, and include geometrical non-linearity in those structural behavior. Especially wind load is more dominant than seismic load, because cable domes are flexible structures whose bending stiffness is very small and self-weight is very light. Therefore, in this paper, the Modified Stiffly Stable Method is applied to analyze the nonlinear dynamic behavior of cable domes and compared these results with ones of the