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A novel approach to the dynamic response analysis of Euler-Bernoulli beams resting on a Winkler soil model and subjected to impact loads

Author(s):


Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Engineering Vibration, , n. 2, v. 23
Page(s): 389-401
DOI: 10.1007/s11803-024-2243-y
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/s11803-024-2243-y.
  • About this
    data sheet
  • Reference-ID
    10772721
  • Published on:
    29/04/2024
  • Last updated on:
    29/04/2024
 
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