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

Table 3

Estimating model parameters of the EGARCH(2, 1) model.

The combined models	The EGARCH(2, 1) model
The fitting parameters	𝜅	𝑔1	𝑔2	𝑣1	𝑙1
The values	−0.76	0.27	0.65	0.28	0.06