Claudio Amadio 
- (2023): Role of In-Field Experimental Diagnostic Analysis for the Derivation of Residual Capacity Indexes in Existing Pedestrian Glass Systems. In: Buildings, v. 13, n. 3 (26 Februar 2023).
- (2023): Spiral-based confinement in slabs for the seismic performance enhancement of steel-concrete composite frames. In: Procedia Structural Integrity, v. 44 ( 2023).
- (2022): Simplified Models to Capture the Effects of Restraints in Glass Balustrades under Quasi-Static Lateral Load or Soft-Body Impact. In: Buildings, v. 12, n. 10 (20 September 2022).
- (2019): Vibration Analysis and Dynamic Characterization of Structural Glass Elements with Different Restraints Based on Operational Modal Analysis. In: Buildings, v. 9, n. 1 (Januar 2019).
- (2018): Sensitivity analysis and calibration of phenomenological models for seismic analyses. In: Soil Dynamics and Earthquake Engineering, v. 109 (Juni 2018).
- (2012): Viscoelastic spider connectors for the mitigation of cable-supported façades subjected to air blast loading. In: Engineering Structures, v. 42 (September 2012).
- (2016): Shear glass panels with point-fixed mechanical connections: Finite-Element numerical investigation and buckling design recommendations. In: Engineering Structures, v. 112 (April 2016).
- (2015): Structural assessment and lateral–torsional buckling design of glass beams restrained by continuous sealant joints. In: Engineering Structures, v. 102 (November 2015).
- (1997): Simplified Approach to Evaluate Creep and Shrinkage Effects in Steel-Concrete Composite Beams. In: Journal of Structural Engineering (ASCE), v. 123, n. 9 (September 1997).
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