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- W2618450403 abstract "The vibration of a beam resulting from the passage of moving loads is a problem of great importance in structural dynamics. A consistent model for the description of the loads acting on the bridge is that the force arrivals constitute a Poisson process of events and the force amplitudes are assumed to be random variables, which are mutually independent and independent of time arrivals. The paper presents a general technique based on the extension of Ito differential rule to account of the non-normality of the input to analyze vibrations of a bridge under moving loads. The equations of moments and cumulants of every order are obtained and the results are compared with the Monte Carlo simulation procedure." @default.
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- W2618450403 date "1992-01-01" @default.
- W2618450403 modified "2023-09-24" @default.
- W2618450403 title "Vibration of a Bridge Under a Random Train of Moving Loads" @default.
- W2618450403 hasPublicationYear "1992" @default.
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