Možnosti numerického modelovania vplyvu pohyblivého zaťaženia na doskové koľajové podklady
Abstract eng: The non ballasted track was created as one reliable alternative to standard superstructures. This construction is suitable for high-speed train sets. The new methods of computer modeling are one of the modern effective solutions for this problem. Many modern programs provide simulation tool used to determine the dynamic response of a structure under the action of any general time-dependent loads.
Publisher:
Slovak University of Technology in Bratislava, Faculty of Civil Engineering, 2008
Conference Title:
Conference Title:
International Scientific Conference 70 Years of FCE STU
Conference Venue:
Bratislava (SK)
Conference Dates:
2008-12-04 / 2008-12-05
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-05, last modified 2014-11-18
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