In this paper, the widely used two-layer model of the railway track is analysed with focus on
the critical velocity and instability of moving masses. The model is assumed to be infinite …

The study analyzes the dynamic interaction of proximate masses using a new form of semi-
analytical results for the moving mass problem developed by the author. This paper presents …

Transition zones in railway tracks are areas with considerable variation of track properties
(eg, foundation stiffness) which may cause strong amplification of the response, leading to …

When dealing with wheel-rail interactions for a high-speed train using the time domain
Green function of a railway track, it would be more reasonable to use the moving Green …

The present paper investigates the dynamic response of infinite Timoshenko beams
supported by nonlinear viscoelastic foundations subjected to a moving concentrated force …

This article presents a comparison between layered models of a railway track. All analyses
are based on semianalytical approaches to show how powerful they can be. Results are …

This paper approaches the issue of the interaction between moving tandem wheels and an
infinite periodically supported rail and points out at the basic characteristics in the steady …

Ballasted railway tracks can be modeled using reduced/simplified models composed of
several layers of discrete components. This paper deals with the two-layer model, which is …

The paper focuses on the theory of the vibration instability in the train of oscillators uniformly
moving along an Euler–Bernoulli beam on a viscoelastic foundation, caused by the …

Vibrations of a railway vehicle that moves on a long three-part viscoelastic system can
become unstable because of elastic waves that the railway vehicle generates in the …