Stress and Deflection Parametric Study of High-Speed Railway CRTS-II Ballastless Track Slab on Elevated Bridge Foundations-Reference-Cited by-同舟云学术

Stress and Deflection Parametric Study of High-Speed Railway CRTS-II Ballastless Track Slab on Elevated Bridge Foundations

Published:2013-12 Issue:12 Volume:139 Page:1224-1234
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Sun Lu¹,Chen Liliang²,Zelelew Habtamu H.²

Affiliation:

1. Professor, Director, Dept. of Civil Engineering, Catholic Univ. of America, Washington, DC 20064; and School of Transportation Engineering, Southeast Univ., Nanjing 210096, Jiangsu, China (corresponding author).

2. Post-Doctoral Researcher, School of Transportation Engineering, Southeast Univ., Nanjing 210096, Jiangsu, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000577

Reference25 articles.

1. The excitation of ground vibration by rail traffic: theory of vehicle–track–soil interaction and measurements on high-speed lines

2. A substructure approach for the dynamic analysis of train–track–bridge system

3. Cai C. B. (1999). “Theory and application of train-track-bridge coupling vibration in high-speed railways.” Ph.D. dissertation Southwest Jiaotong Univ. Chengdu China.

4. The effect of and damping of cement asphalt mortar on the vertical vibration of the high-speed train and track slab time-dependent system;Dan H.;J. Railw. Sci. Eng.,2006

5. Assessment of design parameters of a slab track railway system from a dynamic viewpoint

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