Optimization Analysis Method of New Orthotropic Steel Deck Based on Backpropagation Neural Network-Simulated Annealing Algorithm

<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"> </td><td class="align_center">DC</td><td class="align_center">RDI</td><td class="align_center">RD</td><td class="align_center">DL</td><td class="align_center">Others</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Rate</td><td class="align_center">19.1</td><td class="align_center">19.1</td><td class="align_center">18.9</td><td class="align_center">2.3</td><td class="align_center">40.6</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Proportion of each fatigue detail crack (unit:  %).</div>

Advances in Civil Engineering

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Table 6

Table 6: Optimization Analysis Method of New Orthotropic Steel Deck Based on Backpropagation Neural Network-Simulated Annealing Algorithm 