Fig. 9From: Attenuation of pedestrian-induced vibrations in girder footbridges using tuned-mass dampersMaximum dynamic sagging bending moments along the length before and after a TMD (μ = 0.04) was employed at mid-span in a prestressed concrete bridge of a 25 m span length considering a pedestrian density of 0.6 ped/m2 for leisure activities. The static bending moment induced by the weight of the pedestrians is also representedBack to article page