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Scale‐dependent maximum reinforcement percentage in reinforced concrete beams

Author(s): (Politecnico di Torino, Department of Structural, Geotechnical, and Building Engineering 24, C.so Duca degli Abruzzi Turin 10129 Italy)
ORCID (Politecnico di Torino, Department of Structural, Geotechnical, and Building Engineering 24, C.so Duca degli Abruzzi Turin 10129 Italy)
(Politecnico di Torino, Department of Structural, Geotechnical, and Building Engineering 24, C.so Duca degli Abruzzi Turin 10129 Italy)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 4, v. 22
Page(s): 2155-2166
DOI: 10.1002/suco.202000573
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: 10.1002/suco.202000573.
  • About this
    data sheet
  • Reference-ID
    10608686
  • Published on:
    22/05/2021
  • Last updated on:
    01/10/2021
 
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