Analysis on Dynamic Performance of High-Speed Railway Piers in China

Linear stiffness of several main pier types applied in general bridge of Passenger Dedicated Line and high-speed railway in China are compared in this text. Analysis model for spatial vibration of trains and bridges is established by MSC.PATRAN, MSC.NASTRAN and MSC.ADAMS/RAIL. Vehicle-bridge interaction analysis is executed to the five kinds of control pier type of the bridge which is 10m span continuous 32m box-shaped simply supported beam taking the time-domain track irregularity sample transformed by the low interference spectrums and German ICE3 which is high-speed distributed-power train as system incentive. The lateral acceleration, the vertical acceleration, the derailment coefficient, rate of wheel load reduction and Sperling comfortableness are discussed in this paper.

• Record URL:
  • https://doi.org/10.1061/41139(387)167
• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/9780784411391
• Supplemental Notes:
  • © 2010 American Society of Civil Engineers.
• Corporate Authors:

  American Society of Civil Engineers

  1801 Alexander Bell Drive
  Reston, VA  United States  20191-4400
• Authors:
  • Li, Yadong
  • Xie, Haiqing
  • Zhu, Ming
• Conference:
  • International Conference of Logistics Engineering and Management (ICLEM) 2010
  • Location: Chengdu , China
  • Date: 2010-10-8 to 2010-10-10
• Publication Date: 2010-9

Language

• English

Media Info

• Media Type: Web
• Features: References;
• Pagination: pp 1218-1223
• Monograph Title: ICLEM 2010: Logistics For Sustained Economic Development: Infrastructure, Information, Integration

Subject/Index Terms

• TRT Terms: Bridges; Defects; Derailments; High speed rail; Line extensions (Rail transit); Passenger service; Piers (Supports); Railroad tracks; Vibration
• Geographic Terms: China
• Subject Areas: Bridges and other structures; Railroads; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 01525769
• Record Type: Publication
• ISBN: 9780784411391
• Files: TRIS, ASCE
• Created Date: May 28 2014 3:21PM