Sandro Carbonari 
- (2023): Operational modal analysis for supporting the retrofit design of bridges. In: ce/papers, v. 6, n. 5 (September 2023).
- (2023): Seismic reliability of Italian code‐conforming bridges. In: Earthquake Engineering and Structural Dynamics, v. 52, n. 14 (6 Oktober 2023).
- (2023): Operational Modal Analysis as a Support for the Development of Digital Twin Models of Bridges. In: Infrastructures, v. 8, n. 2 (Februar 2023).
- (2018): Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation. In: Earthquake Engineering and Structural Dynamics, v. 48, n. 3 (März 2018).
- (2023): The significance of the dynamic interaction between bridge and trucks in the evaluation of the resonance structural frequencies. In: Procedia Structural Integrity, v. 44 ( 2023).
- (2023): A probabilistic study on impedances and kinematic response factors of square pile groups in homogeneous soils. In: Procedia Structural Integrity, v. 44 ( 2023).
- (2023): SHM of historical buildings: The case study of Santa Maria in Via church in Camerino (Italy). In: Procedia Structural Integrity, v. 44 ( 2023).
- (2022): Winkler model for predicting the dynamic response of caisson foundations. In: Earthquake Engineering and Structural Dynamics, v. 51, n. 13 (25 Oktober 2022).
- (2021): Seismic Retrofit Assessment of a School Building through Operational Modal Analysis and f.e. Modeling. In: Journal of Structural Engineering (ASCE), v. 147, n. 1 (Januar 2021).
- (2021): Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence. In: International Journal of Architectural Heritage, v. 15, n. 7 (Mai 2021).
- (2012): Seismic Response of Reinforced Concrete Frames on Pile Foundations. Vorgetragen bei: 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012.
- (2014): Seismic response of reinforced concrete frames on monopile foundations. In: Soil Dynamics and Earthquake Engineering, v. 67 (Dezember 2014).
- (2019): Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations. In: Soil Dynamics and Earthquake Engineering, v. 121 (Juni 2019).
- (2017): Soil-structure interaction effects in single bridge piers founded on inclined pile groups. In: Soil Dynamics and Earthquake Engineering, v. 92 (Januar 2017).
- (2012): Soil-structure interaction in the seismic response of an isolated three span motorway overcrossing founded on piles. In: Soil Dynamics and Earthquake Engineering, v. 41 (Oktober 2012).
- (2010): Static equivalent method for the kinematic interaction analysis of single piles. In: Soil Dynamics and Earthquake Engineering, v. 30, n. 8 (August 2010).
- (2017): Simple Physical Models to Simulate the Behavior of Buckling-Type Marine Fenders. In: Journal of Waterway, Port, Coastal, and Ocean Engineering, v. 143, n. 1 (Januar 2017).
- (2016): numerical model for the dynamic analysis of inclined pile groups. In: Earthquake Engineering and Structural Dynamics, v. 45, n. 1 (Januar 2016).
- (2017): simplified elastic analysis of tunnel-piled structure interaction. In: Tunnelling and Underground Space Technology, v. 61 (Januar 2017).
- (2013): Tests on two 18-years-old prestressed thin walled roof elements. In: Engineering Structures, v. 49 (April 2013).
- (2011): Seismic soil-structure interaction in multi-span bridges: Application to a railway bridge. In: Earthquake Engineering and Structural Dynamics, v. 40, n. 11 (September 2011).
- (2019): A performance-based approach for the design of coupled dolphin-fender berthing structures. In: Marine Structures, v. 64 (März 2019).
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