Statistical Analysis of Wind-Induced Dynamic Response of Power Towers and Four-Circuit Transmission Tower-Line System

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2018/5064930/figures/5064930.fig.006a.svgz" name="5064930.fig.006a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>High tower</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2018/5064930/figures/5064930.fig.006b.svgz" name="5064930.fig.006b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Low tower</td></tr></table>

<div>The location map of the maximum displacement nodes and the maximum axial force elements.</div>

Shock and Vibration

fig6

Figure 6

Figure 6: Statistical Analysis of Wind-Induced Dynamic Response of Power Towers and Four-Circuit Transmission Tower-Line System 