A comparison of infinite Timoshenko and Euler–Bernoulli beam models on Winkler foundation in the frequency- and time-domain

Author:

Ruge P.,Birk C.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Acoustics and Ultrasonics,Condensed Matter Physics

Reference29 articles.

1. Vehicle–track dynamics in the mid-frequency range;Popp;Vehicle System Dynamics,1999

2. Finite element modelling of infinite Euler beams on Kelvin foundations exposed to moving loads in convected coordinates;Andersen;Journal of Sound and Vibration,2001

3. A closed-form solution of a Bernoulli–Euler beam on a viscoelastic foundation under harmonic line loads;Sun;Journal of Sound and Vibration,2001

4. A new numerical approach for infinite Euler–Bernoulli beam on a Winkler foundation under high-velocity moving loads;Nguyen,2002

5. Dynamic response of elevated high-speed railway;Chen;Journal of Bridge Engineering, ASCE,2000

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