Calculation of Temperature Action of Flat Steel Box Girder of Long-Span Bridges Using a Joint Model of ARMA Mean and GARCH Variance

<div>Autocorrelation function and partial correlation function for the second type of combination. (a) Autocorrelation function. (b) Partial correlation function.</div>

Shock and Vibration

fig12

Figure 12

Figure 12: Calculation of Temperature Action of Flat Steel Box Girder of Long-Span Bridges Using a Joint Model of ARMA Mean and GARCH Variance 