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Dynamics of Vehicle-Road Coupled System pp 95–159Cite as

Dynamic Analysis of a Pavement Structure Under a Vehicle’s Moving Load

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Abstract

This chapter establishes the models of a finite and infinite beam on a nonlinear foundation with viscous damping. Based on the Galerkin method and the integral transform method, the numerical and analytical solutions are derived for the dynamic response of the pavement structure subjected to a moving load. Moreover, the vibration characteristics of the pavement structure under a moving load are discussed through some examples. Furthermore, the coupled nonlinear vibration of the vehicle–pavement system is studied based on a finite Timoshenko beam on the foundation subjected to a spring–mass–damper oscillator.

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Authors and Affiliations

  1. School of Mechanical Engineering, Shijiazhuang Tiedao University, Shijiazhuang, Hebei, China

    Shaopu Yang

  2. Department of Mechanics, Shanghai University, Shanghai, China

    Liqun Chen

  3. School of Mechanical Engineering, Shijiazhuang Tiedao University, Shijiazhuang, Hebei, China

    Shaohua Li

Authors
  1. Shaopu Yang
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  2. Liqun Chen
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  3. Shaohua Li
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Correspondence to Shaopu Yang .

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© 2015 Science Press, Beijing and Springer-Verlag Berlin Heidelberg

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Yang, S., Chen, L., Li, S. (2015). Dynamic Analysis of a Pavement Structure Under a Vehicle’s Moving Load. In: Dynamics of Vehicle-Road Coupled System. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-45957-7_4

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  • DOI: https://doi.org/10.1007/978-3-662-45957-7_4

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  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-662-45956-0

  • Online ISBN: 978-3-662-45957-7

  • eBook Packages: EngineeringEngineering (R0)

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