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Carriage–Rail–Viaduct Coupling Analysis Using Dynamic Flexibility Method

  • Linya Liu
  • Zhiyuan Zuo
  • Yun Lai ZhouEmail author
  • Jialiang Qin
Chapter

Abstract

This study compares the two-layer model and three-layer model in the coupling analysis of the vehicle–rail–viaduct systems, especially for the vertical vibration investigation. This study applies dynamic flexibility in establishing the dynamic model of vehicle–rail–viaduct in frequency domain through the wheel–rail interaction and interaction model between rails and viaducts. By simplifying the subsystems of vehicles, rails, and viaducts in order to obtain two-layer model and three-layer model, the dynamic responses are hereinafter analyzed for the influences of subsystems to the final vibration responses. The results shall suggest the prediction of dynamic responses for the vehicles, rails, and viaducts.

Keywords

Dynamic flexibility method Coupling analysis Viaduct Multiple-layer model 

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Copyright information

© Springer Nature Singapore Pte Ltd. 2019

Authors and Affiliations

  • Linya Liu
    • 1
  • Zhiyuan Zuo
    • 1
  • Yun Lai Zhou
    • 2
    Email author
  • Jialiang Qin
    • 1
  1. 1.Engineering Research Center of Railway Environment Vibration and Noise Ministry of Education, East China Jiaotong UniversityNanchangChina
  2. 2.Department of Civil EngineeringLusófona UniversityLisbonPortugal

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