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Green Version.pdf

s00419-009-0348-4.pdf
Preview of Green Version
🔗 Source: link.springer.com
📊 Size: 589 KB
📄 Pages: 10 pages
⬇️ Downloads: 46

Summary

A method is presented to identify the effective properties of a railway substructure in the low-frequency range using a heavy oscillating unit on the track. The unit consists of a modified freight car with two masses that exert a dynamic force on one of the axles, and measurements are taken to derive the foundation's dynamic stiffness. The foundation is modeled using a frequency-dependent complex-valued dynamic stiffness, and the technique is based on the assumption that the wave-number dependence of the dynamic stiffness can be neglected in the low-frequency range. The method allows for quick identification of the railway substructure's properties with minimal disturbance to normal traffic.

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Description

A method is presented to identify the effective properties of a railway substructure in the low-frequency range using a heavy oscillating unit on the track.

Technical Information

  • File Format: PDF
  • File Size: 589 KB
  • Pages: 10
  • Language: EN
  • Total Downloads: 46
  • Last Updated: 1 month ago

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