- A procedure for addressing the soil-abutment interaction problem in the safety assessment of bridges. In: Soil Dynamics and Earthquake Engineering, v. 188 (Januar 2025). (2025):
- Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion. In: Procedia Engineering, v. 199 ( 2017). (2017):
- Failure mechanisms of externally prestressed composite beams with partial shear connection. In: Steel and Composite Structures, v. 2, n. 5 (Oktober 2002). (2002):
- Kinematic bending moments in pile foundations. In: Soil Dynamics and Earthquake Engineering, v. 30, n. 3 (März 2010). (2010):
- Time analysis of composite beams with partial interaction using available modelling techniques: A comparative study. In: Journal of Constructional Steel Research, v. 62, n. 9 (September 2006). (2006):
- Simplified method of analysis accounting for shear-lag effects in composite bridge decks. In: Journal of Constructional Steel Research, v. 67, n. 10 (Oktober 2011). (2011):
- Creep and shrinkage analysis of composite beams. In: Progress in Structural Engineering and Materials, v. 1, n. 2 (Januar 1998). (1998):
- Ponti a struttura composta. Tipologie e criteri di calcolo. Vorgetragen bei: Corsi di Aggiornamento 29.6-3.7.1998 - 28.6-2.7.1999. (1999):