ALLOWABLE BENT-ANGLE OF LONG-SPANNED SUSPENSION BRIDGES DETERMINED BY RUNNING PROPERTY OF RAILWAY CARS

The problem of certifying the runnability of train on the angular bends has been investigated by the mathematical simulation analysis. The theoretical method used is a numerical analysis of the equations of motion with a finite amplitude, which has been developed by introducing the nonlinearity of the creep force and the wheel-flange impact action into the linear equations of motion with a very small amplitude used in the stability analysis of the snake motion.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/oclc/3127232
• Corporate Authors:

  JAPANESE NATIONAL RAILWAYS

  TOKYO,   Japan 
• Authors:
  • Matsuura, A
  • Wakui, H
• Publication Date: 1979-9

Media Info

• Pagination: p. 106-111
• Serial:
  • Railway Technical Research Institute, Quarterly Reports
  • Volume: 20
  • Issue Number: 3
  • Publisher: Railway Technical Research Institute/Tetsudo Gijutsu Kenkyujo
  • ISSN: 0033-9008
  • Serial URL: http://www.rtri.or.jp/eng/

Subject/Index Terms

• TRT Terms: Axle load force; Bridges; Flanges; Force; Load limits; Mathematical models; Railroad bridges; Railroad cars; Railroad trains; Ride quality; Riding qualities; Simulation; Stresses; Suspension bridges; Wheels
• Old TRIS Terms: Axle loadings; Bridge stresses; Wheel flange forces
• Subject Areas: Bridges and other structures; Railroads; Vehicles and Equipment;

Filing Info

• Accession Number: 00312126
• Record Type: Publication
• Source Agency: Engineering Index
• Files: TRIS
• Created Date: Jul 22 1980 12:00AM