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.0016a.svgz" name="4965056.fig.0016a" 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.0016b.svgz" name="4965056.fig.0016b" 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 displacement and acceleration at the top of tower.</div>

Shock and Vibration

fig16

Figure 16

Figure 16: Parametric Study of Tuned Mass Dampers for Long Span Transmission Tower-Line System under Wind Loads 