Time-Dependent Reliability Analysis of RC Bridges Considering Shrinkage, Creep, Resistance Degradation, and Vehicle Load Flows

Table 1

Statistical parameters of six typical vehicles.

Vehicle type	Vehicle axle	Axle load (kN)	Axle distance (m)	Lane proportion (%)
				Lane 1 (slow)	Lane 2 (fast)	Lane 3 (fast)	Lane 4 (slow)
C1	1	44.9	5	42.29	4.48	6.40	46.83
	2	92
C2	1	76.6	1.9	45.54	0.98	1.65	51.83
	2		5.3
	3	119.3
C3	1	84.1	4.8	45.54	0.98	1.65	51.83
	2	113.8	1.4
	3
C4	1	75.7	3.8	48.21	1.31	1.59	48.90
	2	83.3	8.6
	3	151.6
			1.3
	4
C5	1	82.8	3.6	51.56	1.17	0.97	46.30
	2	140.5	6.8
	3	97.8	1.3
	4		1.3
	5
C6	1	76.4	1.7	43.47	0.96	0.97	54.60
	2	102.8	2.7
	3		7.3
	4	113.1
			1.3
	5		1.3
	6