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A closed-form solution for a double infinite Euler-Bernoulli beam on a viscoelastic foundation subjected to harmonic line load

Author(s):



Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Engineering Vibration, , n. 1, v. 18
Page(s): 129-140
DOI: 10.1007/s11803-019-0494-9
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: 10.1007/s11803-019-0494-9.
  • About this
    data sheet
  • Reference-ID
    10323339
  • Published on:
    13/07/2019
  • Last updated on:
    13/07/2019
 
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