Effect of Temperature on the Fatigue Life Assessment of Suspension Bridge Steel Deck Welds under Dynamic Vehicle Loading

Table 4

Linear regression parameters between temperature and vehicle loads.

Types of vehicle	Detail 1		Detail 2
	c j	d j	c j	d j
C2	0.72	6.10	0.09	15.00
C3(1)	0.79	9.30	0.12	16.60
C3(2)	0.82	7.451	0.09	15.70
C4	0.85	9.14	0.14	17.50
C5	0.80	8.67	0.15	20.12
C6	0.88	12.50	0.20	21.48