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 …

A comprehensive investigation was conducted to analyze the vibration stability of a bogie
that moves uniformly along a complexly modeled flexibly supported infinite Reddy-Bickford …

This paper has developed a Finite Element Method (FEM) to calculate the dynamic
response of a continuous sandwich beam resting on elastic support subjected to moving …

Vehicle-induced vibration is among the most important aspects for riding comfort and
structural durability. It is well known, however, that the span of structure is much larger than …

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 presents an analytical study of the dynamic responses in the vehicle–pavement–
foundation system, where the vehicle is simplified to a two-degree-of-freedom system, the …

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 …

In this paper, the interaction of a mass moving uniformly on an infinite beam on a three-layer
viscoelastic foundation is analyzed with the objective of determining the lowest velocity at …

Identifying bridge damage using a movable test vehicle is highly regarded for its mobility,
cost-effectiveness, and broad monitoring coverage. Previous studies have shown that the …