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Optimum Design System for Steel Cable-Stayed Bridges Dealing with Shape, Sizing Variables and Cable Prestresses

Author(s):


Medium: journal article
Language(s): English
Published in: Computer-Aided Civil and Infrastructure Engineering, , n. 3, v. 7
Page(s): 201-221
DOI: 10.1111/j.1467-8667.1992.tb00431.x

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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: 10.1111/j.1467-8667.1992.tb00431.x.
  • About this
    data sheet
  • Reference-ID
    10148888
  • Published on:
    10/12/2018
  • Last updated on:
    10/12/2018
 
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