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In this paper, a new topology for contactless energy transfer is proposed and tested that can transfer energy to a moving load using inductive coupling.
Thus, this paper tries to determine the dynamic responses of a circular curved Timoshenko beam due to a moving load using the curved beam elements.
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In this study we conducted three-dimensional dynamic analyses of long-span box girder bridges subjected to moving loads, using four-node Lagrangian and Hermite finite elements.
Both computation simulations and laboratory tests show that the method is effective for identifying the moving loads using different combinations of measured responses.
The isolation of the vibration due to moving loads using pile rows embedded in a poroelastic half-space is investigated in this study.
Dynamic behavior of the cracked beam subject to moving load is analyzed using mode superposition.
A spinning Timoshenko beam subjected to a constant moving load is analyzed using a modal expansion technique.
For design purposes, most often a numerical model based on constant moving loads is used to reproduce the traffic action exerted on the structure.
The transverse vibration of a beam with intermediate point constraints subject to a moving load is analyzed by using the Euler beam theory and the assumed mode method.
The problem of the dynamic response of a fully saturated poroelastic soil stratum on bedrock subjected to a moving load is studied by using the theory of Mei and Foda under conditions of plane strain.
Based on Hamilton's principle, the vibration of a multi-span non-uniform beam subjected to a moving load is analysed by using modified beam vibration functions as the assumed modes.
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