Rosalba Ferrari 
- (2022): Signal Processing Methodology of Response Data from a Historical Arch Bridge toward Reliable Modal Identification. In: Infrastructures, v. 7, n. 5 (Mai 2022).
- (2018): Computational elastoplastic Limit Analysis of the Paderno d’Adda bridge (Italy, 1889). In: Archives of Civil and Mechanical Engineering, v. 18, n. 1 (Januar 2018).
- (2021): On the denoising of structural vibration response records from low-cost sensors: a critical comparison and assessment. In: Journal of Civil Structural Health Monitoring, v. 11, n. 5 (6 September 2021).
- (2020): An implementation for 2nd-order M-N coupling and geometric stiffness adaptation in tapered beam-column elements. In: Engineering Structures, v. 225 (Dezember 2020).
- (2020): Reference Structural Investigation on a 19th-Century Arch Iron Bridge Loyal to Design-Stage Conditions. In: International Journal of Architectural Heritage, v. 14, n. 10 (Juni 2020).
- (2018): Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach. In: Computers & Structures, v. 197 (Februar 2018).
- (2016): Limit Analysis of a historical iron arch bridge. Formulation and computational implementation. In: Computers & Structures, v. 175 (15 Oktober 2016).
- (2017): Seismic FDD modal identification and monitoring of building properties from real strong-motion structural response signals. In: Structural Control and Health Monitoring, v. 24, n. 11 (November 2017).
- (2019): Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling. In: Engineering Structures, v. 179 (Januar 2019).
- (2010): Structural modelling of the piers of the Paderno d’Adda Bridge (1889, Italy). Vorgetragen bei: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010.
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