Extending the Fatigue Life of Steel Truss Bridges with Tuned Mass Damper Systems

Table 2

Instruction 44/F (1992): daily traffic spectrum and train loads for fatigue verification.

Train type	Name	Train/day	Axle/day	Locomotive (L) and carriages (Ci)	T/axle	Wagon number	Wagon type	Axle spacing (m)
1	IC	20	960	L	20,25	1		2.6–6.4–2.6
	Intercity			C1	15	5		2.56–16.44–2.56
				C2	12,75	6		2.56–16.44–2.56
2	EC	10	340	L	20	1		2.85–2.35–2.85–2.35–2.85
	Eurocity			C1	14,25	2		2.56–16.44–2.56
				C2	12	5		2.56–16.44–2.56
3	EXPR	15	990	L	20	1		2.85–2.35–2.85–2.35–2.85
	Express			C1	14,25	10		2.56–16.44–2.56
				C2	12	5		2.56–16.44–2.56
4	DIR	30	1380	L	18,6	1		2.85–2.35–2.85–2.35–2.85
	Direct			C1	10,675	10		2.4–16.6–2.4
5	ETR	10	480	L	20	2		3–9–3
	Eurostar			C1	11,6	10		3–17.3–3
6	TEC	15	990	L	18,7	1		2.85–2.35–2.85–2.35–2.85
	Container freigh			C1	20	15		1.8–12.8–1.8
7	Merci acciaio	10	720	L	18,7	2		2.85–2.35–2.85–2.35–2.85
	Steel freight			C1	20	15		1.8–13.06–1.8
8	Treno merci tipo D4	5	380	L	20	2		2.85–2.35–2.85–2.35–2.85
	D4 freight			C1	22,5	16		1.8–4.65–1.8
9	Treno merci misto	5	270	L	18,7	1		2.85–2.35–2.85–2.35–2.85
	Mixed freight			C1	16	24		9