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 …

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 …

A relatively recently developed method known as the moving element method (MEM) is
further extended to deal with moving loads that travel along inhomogeneous visco-elastic …

This study addresses the contribution of spatial variance in the railway track support stiffness
to the expected long-term track degradation. Hereto, a novel frequency-domain model is …

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 …

An analysis of the critical velocity of a load moving uniformly along a beam on a visco-elastic
foundation composed of one or two sub-domains is presented. The case study addressed is …

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 …

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 …

In this paper, a boundary element method is developed for the geometrically nonlinear
response of shear deformable beams of simply or multiply connected constant cross-section …

The present paper investigates the dynamic response of finite Timoshenko beams resting on
a sixparameter foundation subjected to a moving load. It is for the first time that the Galerkin …