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Nonlinear analysis methods based on the unstrained element length for determining initial shaping of suspension bridges under dead loads

Author(s):


Medium: journal article
Language(s): English
Published in: Computers & Structures, , v. 128
Page(s): 272-285
DOI: 10.1016/j.compstruc.2013.06.014
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.compstruc.2013.06.014.
  • About this
    data sheet
  • Reference-ID
    10273173
  • Published on:
    05/01/2019
  • Last updated on:
    05/01/2019
 
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