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

<table>Transverse layout of monitoring equipment on the flat steel box girder (unit: mm). (1) GPSMS: GPS monitoring station; (2) 3DUA: 3D ultrasonic anemometer.</table>

Mathematical Problems in Engineering

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Figure 2

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

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