Influence of a Moving Mass on the Dynamic Behaviour of Viscoelastically Connected Prismatic Double-Rayleigh Beam System Having Arbitrary End Supports

Figure 3

(a) The variation of velocity of the load on the transverse deflection of the upper Rayleigh beam due to moving mass and moving force, respectively. (b) The variation of velocity of the moving load on the transverse deflection of the lower Rayleigh beam due to moving mass and moving force.

(a)

(b)