This review paper presents and critically discusses the developments in the area of the
dynamic response of road pavements to moving vehicle loads during the last 72 years (1951 …

For the first time, a novel theoretical model is presented for analyzing the effects of the
arbitrary-distributed Kerr foundation on the free vibration and transient responses of the …

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 …

In this paper, the steady-state response of a uniform infinite Euler-Bernoulli elastic beam
resting on a Pasternak elastic foundation and subjected to a concentrated load moving at a …

A semi-analytical approach based on a lumped parameter model is presented for the
analysis of the dynamic interaction system of train, track, bridge, and subsoil. Herein, the …

A new semi-analytical approach to analyze the dynamic response of railway bridges
subjected to high-speed trains is presented. The bridge is modeled as an Euler–Bernoulli …

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 …

The present paper is concerned with the numerical modelization of the transient dynamic
response of a simply supported Euler–Bernoulli elastic beam resting on a Winkler-type …

The rail pad is the elastic element between the rail and the sleeper that has the role of
absorbing the mechanical stresses from the rail and reducing the vibrations and shocks …

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 …