Giuseppe Balduzzi 
- (2023): Uncertainty quantification in timber-like beams using sparse grids: Theory and examples with off-the-shelf software utilization. Dans: Construction and Building Materials, v. 406 (novembre 2023).
- (2021): Dog-bone Samples may not Provide Direct Access to the Longitudinal Tensile Strength of Clear-wood. Dans: The Open Civil Engineering Journal, v. 15, n. 1 (22 février 2021).
- (2010): A new modeling approach for planar beams: finite-element solutions based on mixed variational derivations. Dans: Journal of Mechanics of Materials and Structures, v. 5, n. 5 (décembre 2010).
- (2019): Modeling the non-trivial behavior of anisotropic beams: A simple Timoshenko beam with enhanced stress recovery and constitutive relations. Dans: Composite Structures, v. 229 (décembre 2019).
- (2014): Enhanced modeling approach for multilayer anisotropic plates based on dimension reduction method and Hellinger–Reissner principle. Dans: Composite Structures, v. 118 (décembre 2014).
- (2020): Structural analysis of non-prismatic beams: Critical issues, accurate stress recovery, and analytical definition of the Finite Element (FE) stiffness matrix. Dans: Engineering Structures, v. 213 (juin 2020).
- (2017): Serviceability Analysis of Non-Prismatic Timber Beams: Derivation and Validation of New and Effective Straightforward Formulas. Dans: Open Journal of Civil Engineering, v. 7, n. 1 ( 2017).
- (2017): Second-order torsional warping theory considering the secondary torsion-moment deformation-effect. Dans: Engineering Structures, v. 147 (septembre 2017).
- (2015): Analytical derivation of a general 2D non-prismatic beam model based on the Hellinger–Reissner principle. Dans: Engineering Structures, v. 101 (octobre 2015).
- (2018): Torsional warping eigenmodes of FGM beams with longitudinally varying material properties. Dans: Engineering Structures, v. 175 (novembre 2018).
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