Torsional Effect on Track-Support Structures of Railway Turnouts Crossing Impact-Reference-Cited by-同舟云学术

Torsional Effect on Track-Support Structures of Railway Turnouts Crossing Impact

Published:2017-02 Issue:2 Volume:143 Page:06016001
ISSN:2473-2907
Container-title:Journal of Transportation Engineering, Part A: Systems
language:en
Short-container-title:J. Transp. Eng., Part A: Systems

Author:

Sae Siew James¹,Mirza Olivia²,Kaewunruen Sakdirat³

Affiliation:

1. Civil Engineer, JK Williams Contracting Pty Ltd., Penrith, NSW, Australia; formerly, Honours Student in Civil Engineering Program, School of Civil Engineering, Univ. of Western Sydney, Penrith, NSW 2057, Australia.

2. Senior Lecturer in Civil Engineering, School of Civil Engineering, Western Sydney Univ., Penrith, NSW 2057, Australia.

3. Senior Lecturer in Railway and Civil Engineering, Birmingham Centre for Railway Research and Education, School of Engineering, Univ. of Birmingham, Birmingham B15 2TT, U.K.; formerly, Technical Specialist, RailCorp, Sydney, NSW 2000, Australia; Visiting Executive Fellow, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139-4307 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JTEPBS.0000004

Reference29 articles.

1. Wheel/rail impacts at a railway turnout crossing

2. An overview of rolling stock and track monitoring systems and guidelines to provide safety of heavy and long train operation in the Russian railways;Cherkashin U.;Proc. Inst. Mech. Eng. Part F: J. Rail Rapid Transit,2009

3. Indraratna B. and Nimbalkar S. (2011). “Implications of ballast breakage on ballasted railway track based on numerical modelling.” 13th Int. Conf. of the Int. Association for Computer Methods and Advances in Geomechanics N. Khalili and M. Oeser eds. Centre for Infrastructure Engineering and Safety Sydney Australia.

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