Research Article

High Response Performance of a Tuned-Mass Damper for Vibration Suppression of Offshore Platform under Earthquake Loads

Figure 12

Phase differences of the tuned-mass damper (TMD) and platform under (a) the El-Centro NS and (b) the Taft EW seismic waves.
(a) Phase difference under El-Centro NS seismic wave
(b) Phase difference under Taft EW seismic wave