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 …

Granular soils and asphalt concrete materials are characterized by microstructural effects
due to their micro-stiffness and micro-inertia. In this work, an attempt is made to investigate if …

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 …

In this study, the free vibration and impact response of composite plates with interfacial
delamination are investigated based on the improved layerwise theory with finite element …

A nonlocal study of the vibration responses of functionally graded (FG) beams supported by
a viscoelastic Winkler-Pasternak foundation is presented. The damping responses of both …

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 …

In this paper the new semi-analytical solution for the moving mass problem, published by the
author of this paper, is extended to account for the non-homogeneous initial conditions …

In this study, the formulation of a time marching method has been developed for the dynamic
analysis of beam-type structures in the presence of moving loads/masses. By considering …