The authors of Ref. [1] have given a dynamical basis for computing the modes of Euler-Bernoulli and Timoshenko beams. The formulation for both of the beam models has been presented by one differential equation (see Eq. ( 3)) using the terms g 2 and a 4 which are defined in Table 1. The solution foll
The effect of structural damping on nodes for the Euler-Bernoulli beam: a specific case study
β Scribed by B. Geist; J.R. McLaughlin
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 392 KB
- Volume
- 7
- Category
- Article
- ISSN
- 0893-9659
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π SIMILAR VOLUMES
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