Experimental and Numerical Investigation on Dynamic Properties and Human-Induced Vibrations of an Asymmetric Steel-Plated Stress-Ribbon Footbridge

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Case no.</td><td class="align_center">Case description</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">S1 walking at 1.67 Hz</td></tr><tr><td class="align_left">2</td><td class="align_center">S2 walking at 1.67 Hz</td></tr><tr><td class="align_left">3</td><td class="align_center">S3 walking at 1.67 Hz</td></tr><tr><td class="align_left">4</td><td class="align_center">S4 walking at 1.67 Hz</td></tr><tr><td class="align_left">5</td><td class="align_center">Group (7 × 1, S1∼S7) walking at 1.44 Hz</td></tr><tr><td class="align_left">6</td><td class="align_center">Group (7 × 1, S1∼S7) walking at 1.67 Hz</td></tr><tr><td class="align_left">7</td><td class="align_center">Group (7 × 1, S1∼S7) running at 3.0 Hz</td></tr><tr><td class="align_left">8</td><td class="align_center">Random walking (7 × 1, S1∼S7)</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

tab6

Table 6

Table 6: Experimental and Numerical Investigation on Dynamic Properties and Human-Induced Vibrations of an Asymmetric Steel-Plated Stress-Ribbon Footbridge 

Table 6 | Experimental and Numerical Investigation on Dynamic Properties and Human-Induced Vibrations of an Asymmetric Steel-Plated Stress-Ribbon Footbridge 