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In this study, the interaction between 10-DOF half-car high-speed train (HST) and bridge has been introduced with active suspension system (ASS) placed on primary and secondary system of the HST. The bridge has been modelled according to Euler-Bernoulli beam theory considering simple-supported boundary conditions. The train model consists of front and rear bogies, body masses. To connect any mass to each other the spring and damping element have been used. The equation of motion of the entiredoi:10.33793/acperpro.03.01.100 fatcat:eighcvmeqzd4zmef76ua43a5dy