Deflection response of plate on Winkler foundation to moving accelerated loads

In this research work, a procedure incorporating the finite strip method, together with a spring system has been developed and applied to treat the response of rectangular plate structures resting on elastic foundation. The dynamic response to moving accelerated point loads is investigated and the effects of initial moving velocity, acceleration and initial load position on the response are discussed. Results indicate that the initial velocity and acceleration have influence on the dynamic response. Response of the plate away form the boundaries resembles that of an infinite plate and might have practical applications.