Moving Load Spectrum for Analyzing the Extreme Response of Bridge Free Vibration

<table class="table-group" id="tab4"><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">1</td><td class="align_center">2</td><td class="align_center">3</td><td class="align_center">4</td><td class="align_center">5</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left"><i>ω</i><sub>0</sub> (rad/s)</td><td class="align_center">10.25</td><td class="align_center">12.25</td><td class="align_center">14.25</td><td class="align_center">16.25</td><td class="align_center">18.25</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Selected five frequencies <i>ω</i><sub>0</sub> of the moving harmonic load.</div>

Shock and Vibration

tab4

Table 4

Table 4: Moving Load Spectrum for Analyzing the Extreme Response of Bridge Free Vibration 