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Reliability-based design method for shear capacity of steel reinforced engineered cementitious composites (ECC) beams

Author(s):



Medium: journal article
Language(s): English
Published in: Case Studies in Construction Materials, , v. 19
Page(s): e02681
DOI: 10.1016/j.cscm.2023.e02681
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/j.cscm.2023.e02681.
  • About this
    data sheet
  • Reference-ID
    10755806
  • Published on:
    14/01/2024
  • Last updated on:
    14/01/2024
 
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