A dynamic model for the interaction of the cable bridge and train system

The vibration of cable stayed bridges subjected to the passage of high speed trains is studied in this article. The moving train includes a number of wagons, each of which is modeled as a four axle system possessing 48 degrees of freedom. The car model is nonlinear and three dimensional and includes nonlinear springs and ders of primary and secondary suspensions, dry friction between different parts and also clearances and mechanical stops. Two parallel rails of the track are modeled as Euler Bernoulli beams on elastic points as rail pads. The rail irregularities are assumed to be stationary random and ergodic processes in space, with Gaussian litude probability densities and zero mean values. The bridge deck is modeled as a plate supported by some cables. The current model is validated using several numerical models reported in the literature of the earlier researcher.