Track dynamics - The beam on elastic foundation model (TN-TAS-080)

Last updated on 24 July 2014 4:02
1. Theoretical Development 1. 1. Basic Assumptions This theory is based on the following assumptions a) The track system comprises a beam of uniform mass continuously and uniformly supported on a linear elastic foundation incorporating linear viscous damping. The masses of sleepers have therefore to be uniformly...
Author(s): Morland G.W.
Organisation(s): British Rail Research ;
1971
United Kingdom
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