Research Article
Forced Vibration of a Timoshenko Beam Subjected to Stationary and Moving Loads Using the Modal Analysis Method
Figure 13
Effects of viscous damping on the transverse displacements at three locations of a simply supported Timoshenko beam subjected to a point transverse force moving at a constant speed of when and 39.55 with : (a) at ; (b) at ; (c) at .
(a) at |
(b) at |
(c) at |