Parametric Study of Tuned Mass Dampers for Long Span Transmission Tower-Line System under Wind Loads

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/4965056/figures/4965056.fig.0011a.svgz" name="4965056.fig.0011a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>0° wind attack angle</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/4965056/figures/4965056.fig.0011b.svgz" name="4965056.fig.0011b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>90° wind attack angle</td></tr></table>

<div>Vibration reduction ratio of axial force along the height of tower.</div>

Shock and Vibration

fig11

Figure 11

Figure 11: Parametric Study of Tuned Mass Dampers for Long Span Transmission Tower-Line System under Wind Loads 