Deformation Forecast of Main Girder Enhanced by Stay Cable System with Unequal Interval Grey Model and Residual Composite Correction

<table class="fixed-width table-group" id="tab3"><tr><td><table class="table"><colgroup><col style="width:9.53em"/><col style="width:4.72em"/><col style="width:3.20em"/></colgroup><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Tensioning force/kN</td><td class="align_center">Residual</td><td class="align_center">State</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">630</td><td class="align_center">0.0000</td><td class="align_center">S1</td></tr><tr><td class="align_left">1,050</td><td class="align_center">-1.7078</td><td class="align_center">S1</td></tr><tr><td class="align_left">1,155</td><td class="align_center">-1.1438</td><td class="align_center">S1</td></tr><tr><td class="align_left">1,365</td><td class="align_center">1.4629</td><td class="align_center">S2</td></tr><tr><td class="align_left">1,575</td><td class="align_center">5.3252</td><td class="align_center">S3</td></tr><tr><td class="align_left">1,785</td><td class="align_center">5.8699</td><td class="align_center">S3</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mathematical Problems in Engineering

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Table 3

Table 3: Deformation Forecast of Main Girder Enhanced by Stay Cable System with Unequal Interval Grey Model and Residual Composite Correction 