Natália Gregušová
- Maximum punching resistance of slab-column connections based on experimentally determined ratio of the maximum punching strength and punching shear strength without shear reinforcement. In: Engineering Structures, v. 323 (January 2025). (2025):
- Partial factor for the shear resistance model in the 2nd generation of Eurocode 2 for GFRP reinforced concrete members. In: Engineering Structures, v. 285 (June 2023). (2023):