EXPERIMENTAL STUDY ON THE EFFECT OF EMBEDMENT-DEPTH HAVING INFLUENCE UPON THE HORIZONTAL VIBRATION OF A SINGLE PIER

The effects of the embedment-depth for the resonance frequency and the maximum displacement are investigated by the horizontal vibration tests at a single pier on the object of a frail bridge, and the comparison between the coefficient of static soil reaction and that of dynamic one is done. The introduction of the coefficient of additional soil reaction is tried. The theoretical results for simplified models agree well with the experimental ones.

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  • Corporate Authors:

    JAPANESE NATIONAL RAILWAYS

    TOKYO,   Japan 
  • Authors:
    • Okada, K
    • Kawamata, J
    • Harada, Y
  • Publication Date: 1978-12

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Filing Info

  • Accession Number: 00196933
  • Record Type: Publication
  • Source Agency: Engineering Index
  • Files: TRIS
  • Created Date: Aug 15 1979 12:00AM