Abstract
The maximum acceleration response of even and uneven single span bridges is studied to find the effect of different influencing parameters. The bridge is modeled as a single span beam with even and uneven decks. The vehicle is modeled as a single degree of freedom sprung mass with constant speed. The unevenness is assumed to be a deterministic profile in the shape of a sinusoidal wave. The maximum acceleration responses considering the effect of varying bridge parameters and vehicle parameters are compared.
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