3.1 The assessment levels are shown in
Figure 5.4.1 Local structural vibration
and apply to unidirectional
narrowband measurements taken at the position of maximum vibration
amplitude such as at the centre of panels or tank sides.
It is recommended that the overall vibration amplitudes (peak)
for vibrations in the frequency range 5 to 100 Hz are less than each
of the following values:
- displacement ± 0.25 mm peak
- velocity ± 30 mm/s peak
- acceleration ± 20 m/s2 peak.