Fig. 14From: Attenuation of pedestrian-induced vibrations in girder footbridges using tuned-mass dampersMaximum vertical accelerations for Section Types 2–10 (Table 1), when one, two, three or four TMDs are implemented at the maximum nodal coordinate of the modal shape with a larger contribution in the dynamic response, under pedestrian densities of 0.6 ped/m2 (commuters)Back to article page