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Track dynamics - The beam on elastic foundation model (TM-TS-80)
Last updated on 07 April 2014 11:17
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 distributed and incorporated with that...
Author(s):
Morland GW
Organisation(s):
British Rail Research ;
1977
United Kingdom
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