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Reliability‐based design of transmission and anchorage lengths in prestressed concrete elements

Author(s): ORCID (Department of Civil, Environmental, and Architectural Engineering University of Padova Padova Italy)
ORCID (Department of Civil, Environmental, and Architectural Engineering University of Padova Padova Italy)
ORCID (Department of Civil, Environmental, and Architectural Engineering University of Padova Padova Italy)
ORCID (Department of Civil, Environmental, and Architectural Engineering University of Padova Padova Italy)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 3, v. 24
Page(s): 3573-3591
DOI: 10.1002/suco.202200604
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.202200604.
  • About this
    data sheet
  • Reference-ID
    10695241
  • Published on:
    11/12/2022
  • Last updated on:
    02/09/2023
 
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