Instability of vibrations of a moving two-mass oscillator on a flexibly supported Timoshenko beam

Archive of Applied Mechanics

Volumn 71, Issue 9, 2001, Pages 613-624

  Metrikine, A V ^a   Verichev, S N ^b  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

^b RUSSIAN ACADEMY OF SCIENCES   (Russian Federation)

Author keywords

D decomposition method; Elastic wave; Moving load; Radiation; Timoshenko beam; Vibration instability

Indexed keywords

ELASTIC WAVES; FOURIER TRANSFORMS; LAPLACE TRANSFORMS; VIBRATIONS (MECHANICAL); VISCOELASTICITY;

TRANSVERSAL VIBRATIONS;

OSCILLATORS (MECHANICAL);

EID: 0035442135     PISSN: 09391533     EISSN: None     Source Type: Journal    
DOI: 10.1007/s004190100177     Document Type: Article

References (18)

1. Forced oscillations and resonance of infinite periodic strings
2. On the stability of a Timoshenko beam on an elastic foundation under a moving spring-mass system
3. The response of an infinite railroad track to a moving vibrating mass
4. On the problem of the stability of one-dimensional unbounded elastic systems
5. Steady-state displacements of a beam on an elastic half-space due to a uniformly moving constant load
6. The response of a layered half-space to traffic loads moving along its surface
7. The continuously supported rail subjected to an axial force and a moving load
8. Generation of ground vibrations by superfast trains
9. An axially stressed railroad track on an elastic continuum subjected to a moving load
10. Periodical dynamic stability's of a catenary-pantograph system
11. Unstable lateral oscillations of an object moving uniformly along an elastic guide as a result of an anomalous Doppler effect
12. Instability of vibrations of a mass moving uniformly along an axially compressed beam on a viscoelastic foundation
13. Instability of vibrations of an oscillator moving along a beam on an elastic half-space
14. Ground vibration generated by a load moving along a railway track
15. Stability of vibrations of two oscillators moving uniformly along a beam on a visco-elastic foundation