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A New Technique for Calculating the Effective Length Factor of the Tower in Cable-Stayed Bridge

Author(s):

ORCID


Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 11, v. 23
DOI: 10.1142/s0219455423501304
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: 10.1142/s0219455423501304.
  • About this
    data sheet
  • Reference-ID
    10700850
  • Published on:
    16/12/2022
  • Last updated on:
    04/08/2023
 
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