In this paper, an analytic solution for free and forced vibrations of stepped Timoshenko beams is presented and used for the approximate analysis of generally non-uniform Timoshenko beams. In the case of free vibrations, the frequency equation is expressed in terms of some initial parameters at one
β¦ LIBER β¦
Vibration of beams with varying cross-sections by the Stodola-Newmark method
β Scribed by N. Nakahira; K. Ozawa; T. Mizusawa
- Publisher
- Elsevier Science
- Year
- 1992
- Tongue
- English
- Weight
- 568 KB
- Volume
- 43
- Category
- Article
- ISSN
- 0045-7949
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