TOLERANCE OF BENT-ANGLE BETWEEN RAILWAY STRUCTURES DETERMINED BY RUNNING SAFETY AND RIDING COMFORT

According to the necessity to restrict the amount of bent-angle railway structures for Shin Kansen network, investigation about vehicle acceleration, wheel load variance and lateral load which occur at angular-bent section is made using the adequate vehicle model, and the allowable values for bent-angle determined by running safety and riding comfort are proposed.

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

  JAPANESE NATIONAL RAILWAYS

  TOKYO,   Japan 
• Authors:
  • SATO, Y
  • Miura, S
• Publication Date: 1973-9

Media Info

• Features: Figures; Tables;
• Pagination: p. 147-150
• Serial:
  • Railway Technical Research Institute, Quarterly Reports
  • Volume: 14
  • 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: Bridges; Deflection; Passenger comfort; Railroad tracks; Technology; Train track dynamics; Vertical supports
• Geographic Terms: Japan
• Old TRIS Terms: Angular bends (Vertical); Track deflection
• Subject Areas: Bridges and other structures; Railroads;

Filing Info

• Accession Number: 00050870
• Record Type: Publication
• Source Agency: Railway Technical Research Institute
• Report/Paper Numbers: Quart Rpt
• Files: TRIS
• Created Date: Feb 15 1974 12:00AM