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A study of cylindrical shells under global bending in the elastic-plastic range

Author(s):


Medium: journal article
Language(s): English
Published in: Steel Construction, , n. 1, v. 1
Page(s): 59-65
DOI: 10.1002/stco.200890008
Keywords:
cylindrical shells wind generation power elastic-plastic buckling strength tubular pile tall silo shell buckling design rules
Available from: Refer to publisher

Structure Types

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: 10.1002/stco.200890008.
  • About this
    data sheet
  • Reference-ID
    10031928
  • Published on:
    20/01/2009
  • Last updated on:
    30/09/2018
 
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