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Fuzzy based approach for the reliability assessment of reinforced concrete two-blade slender bridge piers using three-dimensional non-linear analysis

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): 2364-2368
DOI: 10.1016/B978-008044046-0.50581-9
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/B978-008044046-0.50581-9.
  • About this
    data sheet
  • Reference-ID
    10703524
  • Published on:
    16/02/2023
  • Last updated on:
    16/02/2023
 
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