Parameter Analysis on Wind-Induced Vibration of UHV Cross-Rope Suspension Tower-Line

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/ace/volume-2017/8756019/figures/8756019.fig.007a.svgz" name="8756019.fig.007a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Average value of reaction force on support on windward side</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/ace/volume-2017/8756019/figures/8756019.fig.007b.svgz" name="8756019.fig.007b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Maximum value of reaction force on support on windward side</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/ace/volume-2017/8756019/figures/8756019.fig.007c.svgz" name="8756019.fig.007c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Average value of reaction force on support on leeward side</td></tr><tr class="fig-image" id="d"><td><object data="https://static.hindawi.com/articles/ace/volume-2017/8756019/figures/8756019.fig.007d.svgz" name="8756019.fig.007d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>Maximum value of reaction force on support on leeward side</td></tr></table>

<div>Effect of initial guy pretension and sag-span ratio on masts.</div>

Advances in Civil Engineering

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Figure 7

Figure 7: Parameter Analysis on Wind-Induced Vibration of UHV Cross-Rope Suspension Tower-Line 