Mechanics model of additional longitudinal force transmission between bridges and continuously welded rails with small resistance fasteners-Reference-Cited by-同舟云学术

Mechanics model of additional longitudinal force transmission between bridges and continuously welded rails with small resistance fasteners

Published:2004-09 Issue:3 Volume:11 Page:336-339
ISSN:1005-9784
Container-title:Journal of Central South University of Technology
language:en
Short-container-title:J Cent. South Univ. Technol.

Author:

Xu Qing-yuan,Zhou Xiao-lin,Zeng Zhi-ping,Yang Xiao-li

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Link

http://link.springer.com/content/pdf/10.1007/s11771-004-0069-3.pdf

Reference15 articles.

1. LOU Yao-rong, FENG Shu-qing. Calculation method for the discrete force of CWR on railway bridge[J]. Journal of the China Railway Society, 1987, 9(2):56–67. (in Chinese)

2. LI Guo-qing, ZHUANG Jun-sheng, ZHANG Shichen. Study on longitudinal additional force in continuously welded rails on high-speed railway bridges[J]. China Railway Science, 1997, 18(3):15–23. (in Chinese)

3. JIANG Jin-zhou. Additional longitudinal force in continuously welded rails and their transmission on railway bridges[J]. China Railway Science, 1998, 19(2):67–75. (in Chinese)

4. YIN Cun-xin. Dynamic analysis of railway bridge response to longitudinal braking force[J]. China Railway Science, 2000, 21(2): 8–18. (in Chinese)

5. LI Xi-ya. Synthetic formulas for additional longitudinal force in continuously welded rails and bridges [J]. Journal of the China Railway Society, 1993, 15(2): 85–92. (in Chinese)

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