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Formulation of the Green’s functions stiffness method for Euler–Bernoulli beams on elastic Winkler foundation with semi-rigid connections

Author(s): ORCID
ORCID
ORCID
Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 266
Page(s): 114616
DOI: 10.1016/j.engstruct.2022.114616
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.engstruct.2022.114616.
  • About this
    data sheet
  • Reference-ID
    10685592
  • Published on:
    13/08/2022
  • Last updated on:
    13/08/2022
 
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