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 within 30-step time lag. (a) The autocorrelation function <i>ρ</i>. (b) The partial correlation function <i>β</i>.</div>

Shock and Vibration

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Figure 9

Figure 9: Calculation of Temperature Action of Flat Steel Box Girder of Long-Span Bridges Using a Joint Model of ARMA Mean and GARCH Variance 