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
โฆ LIBER โฆ
Adomian polynomials for nonlinear response of supported timoshenko beams subjected to a moving harmonic load
โ Scribed by Ding, Hu; Shi, Kangli; Chen, Liqun; Yang, Shaopu
- Book ID
- 126653462
- Publisher
- Elsevier Science
- Year
- 2014
- Tongue
- English
- Weight
- 289 KB
- Volume
- 27
- Category
- Article
- ISSN
- 0894-9166
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