Research Article
Fatigue Damage Estimation in Existing Railway Steel Bridges by Detailed Loading History Analysis
Table 3
Dynamic amplification factor (detail 1).
| | Period | Train type | Train name | Speed [km/h] | D.A.F. [dynamic amplification factor] | Code ref. |
| | 1900–1983 | Passenger/freight | A03/A21 | 100 | 1,135 | UIC |
| | 1984–1990 | Passenger | S01 | 125 | 1,168 | UIC | | Passenger | S02 | 140 | 1,190 | UIC | | Freight | S03 | 80 | 1,111 | UIC | | Freight | S04 | 80 | 1,111 | UIC | | Freight | S05 | 80 | 1,111 | UIC | | Freight | S06 | 80 | 1,111 | UIC |
| | 1991–2000 | Passenger | IC | 200 | 1,290 | Instr.44/f | | Passenger | EC | 160 | 1,221 | Instr.44/f | | Passenger | EXPR | 150 | 1,205 | Instr.44/f | | Passenger | DIR | 140 | 1,190 | Instr.44/f | | Passenger | ETR | 250 | 1,391 | Instr.44/f | | Freight | TEC | 120 | 1,161 | Instr.44/f | | Freight | Merci | 100 | 1,135 | Instr.44/f | | Freight | Treno merci | 100 | 1,135 | Instr.44/f | | Freight | Treno merci | 120 | 1,161 | Instr.44/f |
| | 2001–: | Fatigue load | LM 71 | — | 1,380 | EN1991-2 |
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