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Structural Performance of Slab Track to High-Speed Train

[+] Author Affiliations
Yung-Hsiang Chen, Z.-Ming Shiu

National Taiwan University, Taipei, Taiwan, R.O.C.

Paper No. IMECE2007-42795, pp. 89-97; 9 pages
doi:10.1115/IMECE2007-42795
From:
  • ASME 2007 International Mechanical Engineering Congress and Exposition
  • Volume 3: Design and Manufacturing
  • Seattle, Washington, USA, November 11–15, 2007
  • Conference Sponsors: ASME
  • ISBN: 0-7918-4297-5 | eISBN: 0-7918-3812-9
  • Copyright © 2007 by ASME

abstract

The dynamic characteristic and response of the Japanese A51-type slab track subjected to the Japanese S.K.S. high-speed train are under investigation. The high-speed train running on the slab track is modeled as a sequence of individual loads moving on a layered beam on viscoelastic foundation. The dynamic stiffness matrix of a layered beam on viscoelastic foundation is established for the structural analysis. Finally the structural performance of the dynamic stability and vibrational control of the slab track to the high speed train are intensively studied and discussed.

Copyright © 2007 by ASME
Topics: Slabs , Trains

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