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The paper presents an analysis of the influence of vehicle speed movement along bridge on dynamic amplification factor for the case of simply supported, continuous and clamped beam structural system. The analysis was conducted analytically and numerically. Theoretical expressions was developed for the case of movement a concentrated force over the bridge over simply supported beam structural system, while other cases were analyzed numerically. Two cases, movement of concentrated force anddoi:10.14415/konferencijagfs2019.014 fatcat:oebu4dzyqfdznauhb32uxqgcoe