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

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Test samples</td><td class="align_center">H</td><td class="align_center">td</td><td class="align_center">th</td><td class="align_center">tr</td><td class="align_center">tl</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">340</td><td class="align_center">18</td><td class="align_center">13</td><td class="align_center">10</td><td class="align_center">9</td></tr><tr><td class="align_left">2</td><td class="align_center">360</td><td class="align_center">17</td><td class="align_center">11</td><td class="align_center">12</td><td class="align_center">10</td></tr><tr><td class="align_left">3</td><td class="align_center">380</td><td class="align_center">16</td><td class="align_center">14</td><td class="align_center">9</td><td class="align_center">11</td></tr><tr><td class="align_left">4</td><td class="align_center">400</td><td class="align_center">15</td><td class="align_center">12</td><td class="align_center">11</td><td class="align_center">12</td></tr><tr><td class="align_left">5</td><td class="align_center">420</td><td class="align_center">14</td><td class="align_center">10</td><td class="align_center">8</td><td class="align_center">8</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 3

Table 3: Optimization Analysis Method of New Orthotropic Steel Deck Based on Backpropagation Neural Network-Simulated Annealing Algorithm 