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

<div>The statistics values of AIC and BIC within the first five order values. (a) The statistics values of AIC. (b) The statistics values of BIC.</div>

Shock and Vibration

fig10

Figure 10

Figure 10: Calculation of Temperature Action of Flat Steel Box Girder of Long-Span Bridges Using a Joint Model of ARMA Mean and GARCH Variance 