Egidio Rizzi 
- (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).
- (2016): Closed-form optimum tuning formulas for passive Tuned Mass Dampers under benchmark excitations. In: Smart Structures and Systems, v. 17, n. 2 (Februar 2016).
- (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).
- (2001): Mechanical behaviour of a syntactic foam/glass fibre composite sandwich: experimental results. In: Structural Engineering and Mechanics, v. 12, n. 2 (August 2001).
- (2019): Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction. In: Frattura ed Integrità Strutturale, v. 14, n. 51 (Dezember 2019).
- (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): A true PML approach for steady-state vibration analysis of an elastically supported beam under moving load by a DLSFEM formulation. In: Computers & Structures, v. 239 (Oktober 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): Optimum Tuned Mass Dampers under seismic Soil-Structure Interaction. In: Soil Dynamics and Earthquake Engineering, v. 114 (November 2018).
- (2017): Optimum earthquake-tuned TMDs: Seismic performance and new design concept of balance of split effective modal masses. In: Soil Dynamics and Earthquake Engineering, v. 101 (Oktober 2017).
- (2017): A refined Frequency Domain Decomposition tool for structural modal monitoring in earthquake engineering. In: Earthquake Engineering and Engineering Vibration, v. 16, n. 3 (Juli 2017).
- (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).
- (2015): Optimum tuning of Tuned Mass Dampers for frame structures under earthquake excitation. In: Structural Control and Health Monitoring, v. 22, n. 4 (April 2015).
- (2016): Numerical simulations of flat-jack test setups for the local shear characterisation of masonry panels. In: International Journal of Masonry Research and Innovation, v. 1, n. 4 ( 2016).
- (2018): Earthquake-induced structural response output-only identification by two different Operational Modal Analysis techniques. In: Earthquake Engineering and Structural Dynamics, v. 47, n. 1 (Januar 2018).
- (2014): Analytical and numerical DDA analysis on the collapse mode of circular masonry arches. In: Engineering Structures, v. 60 (Februar 2014).
- (2017): Assessment of Frequency versus Time Domain enhanced technique for response-only modal dynamic identification under seismic excitation. In: Bulletin of Earthquake Engineering, v. 16, n. 3 (Oktober 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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