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Computation of pile kinematic bending moments in non-homogeneous soil profiles. Testing the validity of a simplified Vs30-equivalent homogeneous medium

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1016/j.soildyn.2020.106062.
  • About this
    data sheet
  • Reference-ID
    10409840
  • Published on:
    26/01/2020
  • Last updated on:
    26/01/2020
 
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