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="tab13"><tr><td><table class="table"><colgroup><col style="width:4.21em"/><col style="width:9.80em"/></colgroup><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Time/d</td><td class="align_center">Predicted values/mm</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">160</td><td class="align_center">4.8577</td></tr><tr><td class="align_left">174</td><td class="align_center">5.0603</td></tr><tr><td class="align_left">185</td><td class="align_center">5.2285</td></tr><tr><td class="align_left">198</td><td class="align_center">5.4383</td></tr><tr><td class="align_left">210</td><td class="align_center">5.6431</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Prediction results of the 160th~210th days by UIGM-RCC.</div>

Mathematical Problems in Engineering

tab13

Table 13

Table 13: Deformation Forecast of Main Girder Enhanced by Stay Cable System with Unequal Interval Grey Model and Residual Composite Correction 