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Tsing Ma Bridge resilient trackform: Dynamic analysis of changes to baseplate stiffness (RR-TCE-065)

Last updated on 20 December 2013 10:59

BR Research completed a detailed study of the Tsing Ma Bridge Trackform for Mott MacDonald Hong Kong Ltd which was reported in November 1994. This report considers the effects of reducing the stiffness of the resilient rail baseplales used in the trackform design by 50%. The objectives of this work...

Author(s): Thompson D.R.;Hunt G.A.;Sinclair J.C.

Organisation(s): British Rail Research ;

1996

United Kingdom

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