ALLOWABLE LIMIT OF VERTICAL DEFLECTION FOR GIRDER OF SHIN KANSEN

The purpose of this report is to investigate the dynamic property of a car that is running through the deflected track on a bridge girder and to propose the allowable limit for the girder from the view point of riding comfort and running safety. By this invesitgation a tentative limit of deflections are proposed for SHIN KANSEN bridge girder.

• 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
• Publication Date: 1975-3

Media Info

• Features: Figures;
• Pagination: p. 1-5
• Serial:
  • Railway Technical Research Institute, Quarterly Reports
  • Volume: 16
  • Issue Number: 1
  • Publisher: Railway Technical Research Institute/Tetsudo Gijutsu Kenkyujo
  • ISSN: 0033-9008
  • Serial URL: http://www.rtri.or.jp/eng/

Subject/Index Terms

• TRT Terms: Bridge design; Bridges; Deformation; Passenger comfort; Railroad tracks; Safety; Structural design; Train track dynamics
• Identifier Terms: Nihon kokuyu tetsudo; Shinkansen
• Old TRIS Terms: Track deformation
• Subject Areas: Bridges and other structures; Railroads; Safety and Human Factors;

Filing Info

• Accession Number: 00098059
• Record Type: Publication
• Source Agency: Railway Technical Research Institute
• Report/Paper Numbers: Quart Rpt.
• Files: TRIS
• Created Date: Aug 13 1976 12:00AM