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Numerical modelling of a bridge subjected to simultaneous effect of a moving load and a vertical seismic ground excitation
Fischer, Cyril ; Fischer, Ondřej ; Frýba, Ladislav
A simple beam subjected to a row of regularly distributed moving forces and simultaneous vertical motions of its supports is described using a simplied theoretical model and a nite dierences approach. Several levels of simplication of the structure and input data are supposed. Numerical results conrm legitimacy of the assumptions.

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