Shear Strength of Post-Tensioned Slab-Column Connections: Reevaluation of ACI 318-19 Code

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American Concrete Institute

Reference48 articles.

1. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19) (Reapproved 2022),” American Concrete Institute, Farmington Hills, MI, 2019, 623 pp.

2. Barbán, V. V., “Punching Shear in Unbonded Post-Tensioned Concrete Flat Slabs and Edge Columns,” PhD dissertation, University of Brasília, Brasília, Brazil, 2008.

3. Punching Shear Tests of Post-Tensioned Flat Slabs Supported on Edge Columns;Barbán;Structural Concrete,2019

4. Punching Shear in Post-Tensioned Flat Slabs with Stud Rail Shear Reinforcement;Carvalho;ACI Structural Journal,2011

5. Corrêa, G. S., “Puncionamento em Lajes Cogumelo Protendidas com Cabos Não Aderentes,” MS thesis, University of Brasília, Brasília, Brazil, 2001.

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