Model error and reliability of reinforced concrete beams in shear designed according to the Modified Compression Field Theory-Reference-Cited by-同舟云学术

Model error and reliability of reinforced concrete beams in shear designed according to the Modified Compression Field Theory

Author:

Agarwal Ankit¹^ORCID,Foster Stephen J.²^ORCID,Stewart Mark G.³

Affiliation:

1. Western Sydney University‐Sydney City Campus Sydney New South Wales Australia

2. Faculty of Engineering The University of New South Wales Sydney New South Wales Australia

3. Centre for Infrastructure Performance and Reliability The University of Newcastle Callaghan New South Wales Australia

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference48 articles.

3. Slenderness and strength reliability of reinforced concrete columns;Mirza SA;ACI Struct J,1989

4. Calibration of design code for buildings (ACI 318): part 1—statistical models for resistance;Nowak AS;ACI Struct J,2003

5. Reliability models for shear in reinforced concrete beams;Nowak AS;ACI SP,2009

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