Fig. 11From: Attenuation of pedestrian-induced vibrations in girder footbridges using tuned-mass dampersMaximum vertical peak accelerations for prestressed concrete (section type 1) footbridges with and without TMDs (each of them with μ = 0.05) with properties defined through Asami’s criteria (see Table 6), under pedestrian densities of 0.6 ped/m2 (commuters) for spans ranging from 10 m (a) up to 45 m, (b) up to 100 mBack to article page