Experimental Studies of Single-Layer Reticulated Domes with Isolated Supports

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Number</td><td class="align_center">The frequency (Hz)</td><td class="align_center">The damping ratio</td><td class="align_center">Number</td><td class="align_center">The frequency (Hz)</td><td class="align_center">The damping ratio</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">6.82</td><td class="align_center">0.0191</td><td class="align_center">3</td><td class="align_center">8.33</td><td class="align_center">0.0172</td></tr><tr><td class="align_left">2</td><td class="align_center">7.84</td><td class="align_center">0.0183</td><td class="align_center">4</td><td class="align_center">9.09</td><td class="align_center">0.0154</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Fourth stage of natural frequency and damping ratio of structure B2 before inputting seismic motion.</div>

Shock and Vibration

tab6

Table 6

Table 6: Experimental Studies of Single-Layer Reticulated Domes with Isolated Supports 