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Dynamic Green Function Solution of Beams Under a Moving Load with Dierent Boundary Conditions

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Figure

Figure 1. Moving mass on a beam with general boundary condition.
Figure 3. Dimensionless de
ection for a simply supported beam.
Figure 4. The de
ection under the moving load for a simply supported beam with speed parameter,  1 = 0.1, 1.0 and 2.5.
Table 2. Natural frequencies of bending vibrations of beams with dierent boundary conditions.
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