Vibration Suppression of a Large Beam Structure Using Tuned Mass Damper and Eddy Current Damping

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="893914.fig.006a" src="https://static.hindawi.com/articles/sv/volume-2014/893914/figures/893914.fig.006a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>First torsion (19.8 Hz)</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="893914.fig.006b" src="https://static.hindawi.com/articles/sv/volume-2014/893914/figures/893914.fig.006b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>First bending (21.1 Hz)</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="893914.fig.006c" src="https://static.hindawi.com/articles/sv/volume-2014/893914/figures/893914.fig.006c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>Second bending (320.2 Hz)</td></tr></table></td></tr></table>

Shock and Vibration

fig6

Figure 6

Figure 6: Vibration Suppression of a Large Beam Structure Using Tuned Mass Damper and Eddy Current Damping 