A falling weight deflectometer (see figure) is applied to
a bridge at mid-span to initiate vibrations. After initial
disturbance, the oscillations, which were measured
using an accelerometer, were found to decay
exponentially from an amplitude of 1.2g to 0.4g after
five cycles of free vibration. Determine the damping
ratio for the bridge girder. State your assumptions.
Fig: 1