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

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/9702152/figures/9702152.fig.009a.svgz" name="9702152.fig.009a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Displacement results for the Fukujima NS seismic wave</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/9702152/figures/9702152.fig.009b.svgz" name="9702152.fig.009b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Acceleration results for the Fukujima NS seismic wave</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/9702152/figures/9702152.fig.009c.svgz" name="9702152.fig.009c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Displacement results for the Taft EW seismic wave</td></tr><tr class="fig-image" id="d"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/9702152/figures/9702152.fig.009d.svgz" name="9702152.fig.009d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>Acceleration results for the Taft EW seismic wave</td></tr></table>

<div>Amplitude responses of the platform subjected to the Fukujima NS and Taft EW seismic waves: (a) displacement results for Fukujima NS, (b) acceleration results for Fukujima NS, (c) displacement results for Taft EW, and (d) acceleration results for Taft EW.</div>

Shock and Vibration

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Figure 9

Figure 9: A Bufferable Tuned-Mass Damper of an Offshore Platform against Stroke and Response Delay Problems under Earthquake Loads 