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
β¦ LIBER β¦
Dynamic response of an infinite Timoshenko beam on a nonlinear viscoelastic foundation to a moving load
β Scribed by Ding, Hu; Shi, Kang-Li; Chen, Li-Qun; Yang, Shao-Pu
- Book ID
- 120277026
- Publisher
- Springer Netherlands
- Year
- 2013
- Tongue
- English
- Weight
- 736 KB
- Volume
- 73
- Category
- Article
- ISSN
- 0924-090X
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