Mathematical Modeling for Lateral Displacement Induced by Wind Velocity Using Monitoring Data Obtained from Main Girder of Sutong Cable-Stayed Bridge

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="13"><hr/></td></tr><tr class="thead"><td align="left">The combined models</td><td align="center" colspan="12">The ARMA(7, 4) model</td></tr><tr class="thead"><td align="left">The fitting parameters</td><td align="center"><span style="width: 7.0250001px;"><svg height="7.9499998" id="M138" style="vertical-align:-0.13794pt" version="1.1" viewbox="0 0 7.0250001 7.9499998" width="7.0250001" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg></span></td></tr><tr><td class="thead-hr" colspan="13"><hr/></td></tr><tr><td align="left">The values</td><td align="center">0.00</td><td align="center">−0.49</td><td align="center">0.94</td><td align="center">0.75</td><td align="center">−0.32</td><td align="center">−0.01</td><td align="center">0.04</td><td align="center">0.02</td><td align="center">0.06</td><td align="center">−1.26</td><td align="center">−0.48</td><td align="center">0.68</td></tr><tr class="table-tr"><td colspan="13"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Estimating model parameters of the ARMA(7, 4) model.

Mathematical Problems in Engineering

tab2

Table 2

Table 2: Mathematical Modeling for Lateral Displacement Induced by Wind Velocity Using Monitoring Data Obtained from Main Girder of Sutong Cable-Stayed Bridge 

Table 2 | Mathematical Modeling for Lateral Displacement Induced by Wind Velocity Using Monitoring Data Obtained from Main Girder of Sutong Cable-Stayed Bridge 