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Assessing the influence of side friction and intermediate end-boundary conditions on the critical buckling load in piles using the differential transform method

Author(s):


Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 239
Page(s): 112269
DOI: 10.1016/j.engstruct.2021.112269
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.2021.112269.
  • About this
    data sheet
  • Reference-ID
    10600797
  • Published on:
    17/04/2021
  • Last updated on:
    23/04/2021
 
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