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

Table 1

Fitted errors of three cumulative distribution functions.

Fitted errors	Temperature differences	Normal	EV	GEV
		0.0023	0.0040	0.0011
		0.0019	0.0023	0.0019
		0.0097	0.0013	0.0012
		0.0013	0.0019	0.0012
		0.0023	0.0052	0.0019
		0.0021	0.0033	0.0015
		0.0010	0.0019	0.0008
		0.010	0.0041	0.0032
		0.0022	0.0058	0.0011
		0.0016	0.0064	0.0014
		0.0228	0.0033	0.0013
		0.0070	0.0023	0.0013