Exact frequencies and mode shapes have been calculated for a Timoshenko beam, on different boundary supports and partially loaded with a distributed mass span. They agree with experimental data. For the higher modes, frequencies obtained through the Euler-Bernoulli theory are not as accurate as the
β¦ LIBER β¦
Stability of a free beam with a distributed following load
β Scribed by K. N. Gopak
- Publisher
- Springer US
- Year
- 1970
- Tongue
- English
- Weight
- 127 KB
- Volume
- 6
- Category
- Article
- ISSN
- 1573-8582
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