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.0015a" src="https://static.hindawi.com/articles/mpe/volume-2014/723152/figures/723152.fig.0015a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Original power spectrum density</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="723152.fig.0015b" src="https://static.hindawi.com/articles/mpe/volume-2014/723152/figures/723152.fig.0015b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Processed power spectrum density</td></tr></table></td></tr></table>

<table>Original and processed power spectrum densities.</table>

Mathematical Problems in Engineering

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Figure 15

Figure 15: Mathematical Modeling for Lateral Displacement Induced by Wind Velocity Using Monitoring Data Obtained from Main Girder of Sutong Cable-Stayed Bridge 

Figure 15 | Mathematical Modeling for Lateral Displacement Induced by Wind Velocity Using Monitoring Data Obtained from Main Girder of Sutong Cable-Stayed Bridge 