Steady Wind Load on External Surface and Its Effect on Wind-Induced Response for a 200 m High Natural-Draught Cooling Tower

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Method</td><td class="align_center">Equation (<a href="https://static.hindawi.com/articles/sv/volume-2021/9969671/figures/#EEq7" target="_blank">7</a>)</td><td class="align_center" colspan="2">ANSYS</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Pressure coefficient</td><td class="align_center">—</td><td class="align_center"><i>Cp</i>(<i>θ</i>, <i>z</i>)</td><td class="align_center"><i>Cp</i>(<i>θ</i>)</td></tr><tr><td class="align_left"><i>V</i><sub><i>cr</i></sub></td><td class="align_center">123.78 m/s</td><td class="align_center">119.56 m/s</td><td class="align_center">112.68 m/s</td></tr><tr><td class="align_left">Buckling mode</td><td class="align_center">—</td><td class="align_center"><object data="https://static.hindawi.com/articles/sv/volume-2021/9969671/figures/9969671.tab-inline.001.svgz" name="9969671.tab-inline.001" type="image/svg+xml"></object></td><td class="align_center"><object data="https://static.hindawi.com/articles/sv/volume-2021/9969671/figures/9969671.tab-inline.002.svgz" name="9969671.tab-inline.002" type="image/svg+xml"></object></td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of overall buckling.</div>

Shock and Vibration

tab2

Table 2

Table 2: Steady Wind Load on External Surface and Its Effect on Wind-Induced Response for a 200 m High Natural-Draught Cooling Tower 