Discrete models are constructed for a non-uniform cantilever beam by using eigendata. While the classical inverse vibration problem for the vibratory beam determines a model from eigenvalues corresponding to various end conditions, the constructions here are mainly based on eigenvector data. It is s
Use of modified bisection algorithm for the vibrating beam problem
β Scribed by Evans, D. J.
- Publisher
- Wiley (John Wiley & Sons)
- Year
- 1985
- Tongue
- English
- Weight
- 259 KB
- Volume
- 1
- Category
- Article
- ISSN
- 0748-8025
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