Bilevel Programming for Traffic Signal Coordinated Control considering Pedestrian Crossing

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_center" colspan="7">ANOVA</td></tr><tr class="thead"><td class="align_left" rowspan="2"> </td><td class="align_center" colspan="2">Cluster</td><td class="align_center" colspan="2">Error</td><td class="align_center" rowspan="2"><i>F</i></td><td class="align_center" rowspan="2">Sig.</td></tr><tr class="thead"><td class="align_center"><i>R </i><sup>2</sup></td><td class="align_center">d<i>f</i></td><td class="align_center"><i>R </i><sup>2</sup></td><td class="align_center">d<i>f</i></td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Vehicle flow</td><td class="align_center">3.902E8</td><td class="align_center">2</td><td class="align_center">72684.564</td><td class="align_center">1341</td><td class="align_center">5367.921</td><td class="align_center">0.000</td></tr><tr><td class="align_left">Pedestrian delay</td><td class="align_center">0.916</td><td class="align_center">2</td><td class="align_center">48.236</td><td class="align_center">1341</td><td class="align_center">0.019</td><td class="align_center">0.981</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Clustering variance of vehicle flow and pedestrian delay.</div>

Journal of Advanced Transportation

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Table 6

Table 6: Bilevel Programming for Traffic Signal Coordinated Control considering Pedestrian Crossing 