In this paper an analytic solution of Winkler beam under the action of variety-velocity moving loads was given based on Fourier transform and the theorem of residue.

Response of beams on poroelastic half-space soil medium to moving load;

Analysis of elastic plate resting on Winkler foundation subjected to moving load by isoparametric element method;

Dynamic response analysis of arch bridges under moving load;

Research on dynamic characteristics of slab track-roadbed systems with soft rock as embankment filling under high speed moving load;

Vibration response of a moored multi-span uniform floating bridge under a moving load;

Research on flexibility calculation theory about overlay system of rigid pavements under moving load;