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

Figure 17

Time series of simulative dynamic displacement 𝑤(𝑡) and its power spectrum density.

(a) Time series of simulative dynamic displacement 𝑤(𝑡)

(b) Power spectrum density of 𝑤(𝑡)