2 Long-Term Performance of Specialized Fluid Dampers Under Continuous Vibration on a Pedestrian Bridge 19 -1.00 -1.25 -5.0 -7.5 -10.0 -2.5 0.0 Force (kN) 2.5 5.0 7.5 10.0 -0.75 -0.50 -0.25 0.25 0.50 0.75 1.25 1.00 0.00 Stroke (mm) Fig. 2.14 Low amplitude test results of deck damper 2012 -2.5 -1.00 -0.75 -0.50 -0.25 0.00 Stroke (mm) 0.25 0.50 0.75 1.00 0.0 Force (kN) 2.5 Fig. 2.15 Low amplitude test results of vertical damper 2012
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