Research Article

A Bufferable Tuned-Mass Damper of an Offshore Platform against Stroke and Response Delay Problems under Earthquake Loads

Figure 7

Ratios of the peak values for the offshore platform with and without bufferable TMD for different distance coefficients under (a) the Taft EW seismic waves and (b) the Fukujima NS.
(a) Ratio of the peak values under Taft EW seismic wave
(b) Ratio of the peak values under Fukujima NS seismic wave