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The study on identification of moving loads has made a big progress over the past years.
Numerical results of this study show that velocity of moving loads has an important impact on the vibration isolation effect of pile rows.
Numerical results of this study show that the speed of moving loads has an important influence on the isolation of vibrations by pile rows: the same pile rows can achieve better isolation efficiencies for higher speed loads than for lower speed loads.
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The response analysis and parametric analysis of these sandwich structures under moving loads have not still understood comprehensively.
Numerical results suggest that moving loads have very complicated effects on the dynamic response of the porous medium.
The dynamic response of the Eulero Bernoulli beam, strained by a moving load, has been a subject of numerous studies in the civil engineering.
The steady state response of a micropolar thermoelastic medium without energy dissipation possessing cubic symmetry due to a moving load has been studied.
The coupled heave and pitch motions of a simplified non-uniform ship hull floating on a still water surface and subjected to a moving load have been investigated.
Moreover, when considering the maximum deflection for the mid-span of the beam, the critical speeds of the moving load have been evaluated.
The proposed methodology for moving load analysis has been incorporated in automated software to load rate a large number of bridges efficiently.
This equivalent roughness may, in addition to the actual rail roughness, be input into models in which the effect of moving axle loads has been excluded, so that the predictions from those models can be improved.
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