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Dynamic stiffness of infinite Timoshenko beam on viscoelastic foundation in moving co-ordinate

✍ Scribed by Yung-Hsiang Chen; Yen-Hui Huang

Publisher
John Wiley and Sons
Year
2000
Tongue
English
Weight
167 KB
Volume
48
Category
Article
ISSN
0029-5981

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✦ Synopsis

The dynamic sti!ness matrix of an in"nite Timoshenko beam on viscoelastic foundation in the moving co-ordinate system travelling at a constant velocity is established in this paper. The dynamic sti!ness matrix is essentially a function of the velocity of a moving load applied to the beam system. This dynamic sti!ness matrix could also be applied to the static-load case by simply setting the velocity equal to zero. The sti!ness matrix for the static case can also be derived from the general formula of the dynamic sti!ness matrix for a "nite Timoshenko beam on viscoelastic foundation. A European railway subjected to a moving load is employed as an example for demonstration and discussion.

πŸ“œ SIMILAR VOLUMES

RESPONSE OF AN INFINITE TIMOSHENKO BEAM
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✍ Y.-H. CHEN; Y.-H. HUANG; C.-T. SHIH πŸ“‚ Article πŸ“… 2001 πŸ› Elsevier Science 🌐 English βš– 355 KB

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

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