Research Article
Influence of a Moving Mass on the Dynamic Behaviour of Viscoelastically Connected Prismatic Double-Rayleigh Beam System Having Arbitrary End Supports
Figure 10
(a) The variation of stiffness of the layer on the transverse deflection of the clamped-clamped upper Rayleigh beam due to moving mass and moving force, respectively. (b) The variation of stiffness of the layer on the transverse deflection of the clamped-clamped lower Rayleigh beam due to moving mass and moving force.
(a) |
(b) |