Punching Shear Response Theory (PSRT) – A two degree of freedom kinematic theory for modeling the entire punching shear vs. deformation response of RC slabs and footings

Author:

Classen Martin,Kalus Matthias

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference72 articles.

1. Design for punching shear;Regan;Struct Eng,1974

2. Comite Euro-International du Béton. CEB-FIP Model Code for Concrete Structures: Design Code. Bulletin d'Information / Comité Euro-International du Béton(Model Code 1990). London, Großbritannien: Thomas Telford; 1991.

3. Deutsches Institut für Normung e.V. (DIN). Eurocode 2: Design of concrete structures – Part 1-1: General rules and rules for buildings: German version EN 1992-1-1:2004 + AC:2010;91.010.30; 91.080.40(DIN EN 1992-1-1:2011-01). Berlin: Beuth; 2011.

4. Prediction of punching shear strength of two-way slabs;Elshafey;Eng Struct,2011

5. Size effect on punching strength of reinforced concrete slabs without and with shear reinforcement;Dönmez;ACI SJ,2017

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