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Optimum Design of Stay Cables of Steel Cable-stayed Bridges Using Nonlinear Inelastic Analysis and Genetic Algorithm

Author(s):


Medium: journal article
Language(s): English
Published in: Structures, , v. 16
Page(s): 288-302
DOI: 10.1016/j.istruc.2018.10.007

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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.istruc.2018.10.007.
  • About this
    data sheet
  • Reference-ID
    10218466
  • Published on:
    28/11/2018
  • Last updated on:
    28/11/2018
 
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