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Coupled Effects of Concrete Shrinkage, Creep, and Cracking on the Performance of Postconnected Prestressed Steel-Concrete Composite Girders

Author(s):


Medium: journal article
Language(s): English
Published in: Journal of Bridge Engineering (ASCE), , n. 3, v. 23
Page(s): 04017145
DOI: 10.1061/(asce)be.1943-5592.0001192
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/(asce)be.1943-5592.0001192.
  • About this
    data sheet
  • Reference-ID
    10087823
  • Published on:
    30/11/2018
  • Last updated on:
    30/11/2018
 
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