Abstract
The twisting of bridge ends should be restricted to 2% so as to avoid damage to the permanent way, especially on high-speed lines. The article discusses the effect of the end tangent angle on slab track.
| Titel in Übersetzung | Twisting of bridge ends |
|---|---|
| Originalsprache | Deutsch |
| Seiten | x2-x3 |
| Band | 49 |
| Nummer | 5 |
| Fachbuch | Eisenbahningenieur |
| Publikationsstatus | Veröffentlicht - 1998 |