TIME HISTORY ANALYSIS - Moving dynamic loads

[mikibierzo1973]

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For isostatic vain 15m. of the figure, studying the effect of passing a load of 19.5 T
at speeds of 330 Km / h and 288 km / h. Use a maximum of 10 elements flat bar
in the discretization. We consider a modal damping factor of 2%.

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[Artur.Kosakowski · Accepted solution]

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