Matthias Kalus
- 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. In: Engineering Structures, v. 291 (September 2023). (2023):
- 100 Jahre Durchstanzen im Massivbau – Alles erforscht?. In: Beton- und Stahlbetonbau, v. 117, n. 8 (Juli 2022). (2022):
- Critical view on the level of maximum punching strength of flat slabs and column bases using database evaluations. In: Structural Concrete, v. 22, n. 6 (Dezember 2021). (2021):