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Waves due to a moving load.
Moving load effect on pavements is actual engineering problem.
For the numerical simulation of moving load effect on pavements the various computing models were created.
Moving load effect on pavements is currently and frequently analyzed task in engineering practice.
It is noted that the moving load would not induce the vehicle guideway interaction oscillation.
The dynamic responses of the new channel beam subjected to a moving load are then investigated.
Dynamic behavior of the cracked beam subject to moving load is analyzed using mode superposition.
If the moving load travels at critical speed, slab displacement becomes infinite in amplitude.
This means that the moving load imposes effects similar to those of a harmonic force.
For the case of a constant moving load speed, a closed form "exact solution" was obtained.
Plates with simply supported edges and subjected to point moving load are considered.
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