Experimental Studies of Single-Layer Reticulated Domes with Isolated Supports

<table class="table-group" id="tab5"><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">16.74</td><td class="align_center">0.0131</td><td class="align_center">3</td><td class="align_center">19.65</td><td class="align_center">0.0077</td></tr><tr><td class="align_left">2</td><td class="align_center">18.11</td><td class="align_center">0.0082</td><td class="align_center">4</td><td class="align_center">20.74</td><td class="align_center">0.0053</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 B1 before inputting seismic motion.</div>

Shock and Vibration

tab5

Table 5

Table 5: Experimental Studies of Single-Layer Reticulated Domes with Isolated Supports 