Reinforced Concrete Deep Beams - Shear Strength Model and Design Formula

By G. Russo, Raffaele Venir, M. Pauletta. 2005

141 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/cda27395d30626126150025a95ab957755f9fe19

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

1. M. Pauletta
2. C. Di Marco
3. G. Frappa
4. G. Somma
5. I. Pitacco
6. M. Miani
7. Sreekanta Das
8. G. Russo

Citations in the corpus

• Semi-empirical model for shear strength of RC interior beam-column joints subjected to cyclic loads (2020, methodology): “Russo et al. [18,22–23] observed that, for exterior joints, corbels and deep beams, not all the horizontal reinforcements undergo to yielding in the condition of shear failure: the mid-height bars reach the yield strength f yh , while other levels may be subjected to lower stresses.”