- Experimental investigation of punching shear behavior of flat slabs supported by rectangular columns and loaded with various load patterns. Dans: Structural Concrete, v. 25, n. 2 (janvier 2024). (2024):
- Partial factor for the shear resistance model in the 2nd generation of Eurocode 2 for GFRP reinforced concrete members. Dans: Engineering Structures, v. 285 (juin 2023). (2023):
- Punching shear behavior of flat slabs supported by elongated columns with openings. Dans: Structural Concrete, v. 24, n. 2 (avril 2023). (2023):
- Comparison of shear behaviour of concrete beams reinforced with GFRP bars and steel bars. Dans: Structures, v. 43 (septembre 2022). (2022):
- Failure analysis of collapsed parking garage building due to punching. Dans: Engineering Failure Analysis, v. 129 (novembre 2021). (2021):
- Verification of the design provisions for foundation footings subjected to punching-shear. Dans: Engineering Structures, v. 254 (mars 2022). (2022):
- Safety factor for the punching shear resistance model in 2nd Generation of Eurocode 2. Dans: Journal of Building Engineering, v. 46 (avril 2022). (2022):
- Safety Factor for the EC2 Punching Resistance Model. Dans: Magazine of Concrete Research, v. 74, n. 5 (mars 2022). (2022):
- Analysis of Secondary Effects and Bond Behavior due Prestressing. Dans: Advanced Materials Research, v. 1106 (juin 2015). (2015):
- Punching Resistance of Flat Slabs without Shear Reinforcement. Dans: Advanced Materials Research, v. 1106 (juin 2015). (2015):
- Shear Capacity of Clamped Deck Slabs Subjected to a Concentrated Load. Dans: Journal of Bridge Engineering (ASCE), v. 25, n. 7 (juillet 2020). (2020):
- Punching resistance of slab‐column connections with openings. Dans: Structural Concrete, v. 21, n. 1 (février 2020). (2020):
- Reliability of models aimed at evaluating the punching resistance of flat slabs without transverse reinforcement. Dans: Engineering Structures, v. 188 (juin 2019). (2019):
- Interactive Design of Prestressed Precast Bridges Beams from High Performance Concrete. Présenté pendant: fib Symposium 2004, 26-28 April 2004, Avignon. (2004):