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" width="800px"><tr class="fig-image" id="a"><td><img alt="723152.fig.0011a" src="https://static.hindawi.com/articles/mpe/volume-2014/723152/figures/723152.fig.0011a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>The statistical values of AIC</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="723152.fig.0011b" src="https://static.hindawi.com/articles/mpe/volume-2014/723152/figures/723152.fig.0011b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>The statistical values of BIC</td></tr></table></td></tr></table>

<table>The statistical values of AIC and BIC</table>

Mathematical Problems in Engineering

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Figure 11

Figure 11: Mathematical Modeling for Lateral Displacement Induced by Wind Velocity Using Monitoring Data Obtained from Main Girder of Sutong Cable-Stayed Bridge 

Figure 11 | Mathematical Modeling for Lateral Displacement Induced by Wind Velocity Using Monitoring Data Obtained from Main Girder of Sutong Cable-Stayed Bridge 