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 …

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 comprehensive investigation was carried out to analyze the vibration stability of a coupled
bogie system moving uniformly along a complexly modeled flexibly supported infinite high …

This paper presents a study on the dynamic response of beams on nonlinear elastic
foundations, subjected to moving loads. The effects of the load's intensity and velocity and of …

A theory is presented for retrieving the track/bridge frequencies and track modulus from an
instrumented vehicle moving over a dual-beam model to simulate the track-bridge system …

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 …

For damage detection of railway tracks, a two-axle test vehicle is better than a single-axle
vehicle due to its capability of self standing and stability. This paper presents a new …

This paper presents a study on the dynamic response of beams on elastic foundations,
subjected to a uniformly moving oscillator. Using a finite element model programmed within …

In this paper a new semi-analytical solution for the moving mass problem is presented.
Firstly, the problem of a mass traversing a finite beam on an elastic foundation is reviewed …