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

<div>Time histories of daily maximum and minimum temperatures. (a) The one-year variation of daily maximum values. (b) The one-year variation of daily minimum values.</div>

Shock and Vibration

fig3

Figure 3

Figure 3: Calculation of Temperature Action of Flat Steel Box Girder of Long-Span Bridges Using a Joint Model of ARMA Mean and GARCH Variance 