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Assessing Temperature-Induced Deflections in Cable-Stayed Bridges during Construction: An Elastic Foundation Beam Model Approach

Author(s):


Medium: journal article
Language(s): English
Published in: Journal of Bridge Engineering (ASCE), , n. 1, v. 30
DOI: 10.1061/jbenf2.beeng-6719
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: 10.1061/jbenf2.beeng-6719.
  • About this
    data sheet
  • Reference-ID
    10807443
  • Published on:
    17/01/2025
  • Last updated on:
    17/01/2025
 
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