The dynamic sti!ness matrix of an in"nite Timoshenko beam on viscoelastic foundation to a harmonic moving load is established. This dynamic sti!ness matrix is essentially a function of the velocity and frequency of the harmonic moving load. The critical velocities and the resonant frequencies can be
On the response of a timoshenko beam under initial stress to a moving load
โ Scribed by B. Prasad
- Publisher
- Elsevier Science
- Year
- 1981
- Tongue
- English
- Weight
- 859 KB
- Volume
- 19
- Category
- Article
- ISSN
- 0020-7225
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