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논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2006.5
- 수록면
- 33 - 38 (6page)
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초록· 키워드
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An numerical method is presented for the dynamic analysis of slack cables. The numerical solution strategy is based on finite element approximation of differential equation. For perfectly flexible cable, numerical instability occurs by negative tension. We can obtain stable solution for slack cables by combining beam element and cable element as the stabilizing scheme. Numerical examples that involve free vibration with initial displacement is presented to verify validity of proposed method.
목차
ABSTRACT
INTRODUCTION
DYNAMIC EQUILIBRIUM E EQUATION OF CABLES
STABILIZTTION SCHEME
NUMERICAL SIMULATION
CONCLUSION
REFERENCES
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UCI(KEPA) : I410-ECN-0101-2009-410-014678503