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Comparison between theoretical and experimental response of HSFV4 to dipped rail joints (TN-DA-1)

Last updated on 07 April 2014 11:41

Maximum accelerations, suspension deflections and velocities calculated from the vertical equations of action for HSFV4 are compared with actual measurements made during track tests. Good agreement is obtained for the response to a symmetric dip; because of the omission of the lateral component of the damper force from the mathematical...

Author(s): Jenkins A J

Organisation(s): British Rail Research ;

1968

United Kingdom

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