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Table 9 Tuned mass damper properties for those TMDs considered in Fig. 16

From: Attenuation of pedestrian-induced vibrations in girder footbridges using tuned-mass dampers

TMD according Fig. 16

Mass (kg)

Length (mm)

Width (mm)

Height (mm)

TMD efficiency (%)

(a) – (b)

250

880

560

200

72

(c)

750

1330

670

210

71

(d)

2500

1530

1200

280

74

(e)

5000

2140

1780

310

70