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Effect of inelastic behavior of cables on ultimate behavior and strength of a 600-m steel cable-stayed bridge

Author(s):


Medium: conference paper
Language(s): English
Conference: Computational Fluid and Solid Mechanics 2003, June 17–20, 2003, MIT, Cambridge, Massachusetts
Published in:
Page(s): 506-508
DOI: 10.1016/B978-008044046-0.50125-1

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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/B978-008044046-0.50125-1.
  • About this
    data sheet
  • Reference-ID
    10703516
  • Published on:
    16/02/2023
  • Last updated on:
    16/02/2023
 
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