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Reliability‐based calibration of design code formulas: Application to shear resistance formulas for reinforced concrete members without shear reinforcement

Author(s): ORCID (Department of Structural Reliability Netherlands Organization for Applied Scientific Research (TNO) Delft The Netherlands)
ORCID (Department of Structural Reliability Netherlands Organization for Applied Scientific Research (TNO) Delft The Netherlands)
(Department of Engineering Structures – Concrete Structures Delft University of Technology Delft The Netherlands)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 2, v. 24
Page(s): 2979-3001
DOI: 10.1002/suco.202200583
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.202200583.
  • About this
    data sheet
  • Reference-ID
    10707437
  • Published on:
    21/03/2023
  • Last updated on:
    02/09/2023
 
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