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A novel algorithm for longitudinal track-bridge interactions considering loading history and using a verified mechanical model of fasteners

  • Published:2019-03 Issue: Volume:183 Page:52-68
  • ISSN:0141-0296
  • Container-title:Engineering Structures
  • language:en
  • Short-container-title:Engineering Structures

Author:

Luo Jun,Zeng Zhiping

Funder

National Natural Science Foundation of China

Science and Technology Research and Development Project of Nanchang Railway Bureau in China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference25 articles.

1. Quasi-static distribution of braking and starting forces in rails and bridge;Fryba;Rail Int,1974

2. Dispersion of tractive and braking force in railway bridges-theoretical analysis;Arya;Rail Int,1982

3. Special procedures on railway Shinkansen bridge;German Standard DS899/59,1985

4. UIC Code 774–3R. Track/bridge interaction. Recommendations for calculations;Union Internationale des Chemins de fer,2001

5. Modern railway track;Esveld,2001
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