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