Effect of random track irregularities on selected composite bridge / track structure / high-speed train system vibrations

A theory of the quasi-exact physical and mathematical modelling of the composite (steel–concrete) bridge / ballasted track structure / high-speed train system (BTT) was developed, including viscoelastic suspensions of rail-vehicles on two-axle bogies, the non-linear Hertz contact stiffness and one-s...

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Bibliographic Details
Main Authors: Monika Podworna, Marian Klasztorny
Format: Article
Language:English
Published: Lublin University of Technology 2013-03-01
Series:Budownictwo i Architektura
Subjects:
Online Access:https://ph.pollub.pl/index.php/bia/article/view/2207