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논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2016.12
- 수록면
- 1,607 - 1,612 (6page)
이용수
초록· 키워드
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The motion of Timoshenko beam can be described by two kinds of equations: One is a set of partial differential equations of the second order. the other is a single partial differential equation of the fourth order. For various beams such as cantilever beam, simply supported beam, hinged-fixed beam and fixed-fixed beam, we derived two kinds of frequency equations from the two kinds of equations of motion and calculated their natural frequencies and modes. The comparison shows that the two kinds of frequency equations yield the same natural frequencies and modes although they are different in appearances.
목차
Abstract
1. 서론
2. Timoshenko 보의 고유값과 고유 모드
3. 계산 및 검토
4. 결론
참고문헌
참고문헌 (0)
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UCI(KEPA) : I410-ECN-0101-2017-550-002049350