Research Article

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

Figure 5

Time series of girder displacements along -axis in the whole August.
723152.fig.005a
(a) Time series of girder displacement
723152.fig.005b
(b) Time series of static girder displacement
723152.fig.005c
(c) Time series of dynamic girder displacement