Dynamic Analysis of an Infinitely Long Beam Resting on a Kelvin Foundation under Moving Random Loads

<div>Time-dependent standard deviation of vertical displacement at the origin (black solid line: DIFFT; red dots: Simpson’s rule; blue dashed line: Monte Carlo method).</div>

Shock and Vibration

fig2

Figure 2

Figure 2: Dynamic Analysis of an Infinitely Long Beam Resting on a Kelvin Foundation under Moving Random Loads 