Improved acceptance limits for bridge deck vibrationsin light of test results

Last updated on 02 September 2014 3:31
Large accelerations of bridge decks are very relevant for the design process of rail bridges on high speed lines. In a certain frequency range a strict acceleration limit is prescribed for bridge decks if a ballasted track is involved (EN 1991-2). Bridge deck vibrations affect the stability of the ballast...
Author(s): Bae?ler Matthias;R?cker Werner
2007
Germany
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