Diego Gino 
- (2023): Seismic reliability analysis of isolated deck bridges using friction pendulum devices. In: Procedia Structural Integrity, v. 44 ( 2023).
- (2022): Aleatory uncertainties with global resistance safety factors for non-linear analyses of slender reinforced concrete columns. In: Engineering Structures, v. 255 (March 2022).
- (2021): Model uncertainty in non‐linear numerical analyses of slender reinforced concrete members. In: Structural Concrete, v. 22, n. 2 (April 2021).
- (2020): Resistance model uncertainty in non-linear finite element analyses of cyclically loaded reinforced concrete systems. In: Engineering Structures, v. 211 (May 2020).
- (2020): Partial factor methods for existing structures according to fib Bulletin 80: Assessment of an existing prestressed concrete bridge. In: Structural Concrete, v. 21, n. 1 (February 2020).
- (2018): Empirical Equations for the Direct Definition of Stress–Strain Laws for Fiber-Section-Based Macromodeling of Infilled Frames. In: Journal of Engineering Mechanics (ASCE), v. 144, n. 11 (November 2018).
- (2018): From experiments to design: A probabilistic definition of design formulations from empirical and semi-empirical resistance models. In: Hormigón y acero, v. 69 ( 2018).
- (2019): Safety formats for non-linear finite element analysis of reinforced concrete structures: discussion, comparison and proposals. In: Engineering Structures, v. 193 (August 2019).
- (2017): A simplified method for predicting early-age stresses in slabs of steel-concrete composite beams in partial interaction. In: Engineering Structures, v. 140 (June 2017).
- (2018): Partial safety factor for resistance model uncertainties in 2D non-linear finite element analysis of reinforced concrete structures. In: Engineering Structures, v. 176 (December 2018).
- (2018): Reliability-based evaluation of bond strength for tensed lapped joints and anchorages in new and existing reinforced concrete structures. In: Structural Concrete, v. 19, n. 3 (June 2018).
- (2018): Framework for definition of design formulations from empirical and semi-empirical resistance models. In: Structural Concrete, v. 19, n. 4 (August 2018).
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