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

Figure 14

Simulation for time series of discreteness 𝑢₂(𝑡) and static displacement 𝑢(𝑡).

(a) Time series of simulative processed discreteness

(b) Time series of simulative original discreteness 𝑢₂(𝑡)

(c) Time series of simulative static displacement 𝑢(𝑡)