Giorgio T. Proestos 
- (2024): Quantification of shear transfer mechanisms in reinforced concrete deep beams using measured experimental data. In: Engineering Structures, v. 318 (November 2024).
- (2024): The importance and use of vertical crack displacements for the assessment of existing reinforced concrete deep beams. In: Engineering Structures, v. 316 (Oktober 2024).
- (2023): Performance-Based Characterization and Quantification of Uncertainty in Damage Plasticity Model for Seismic Fragility Assessment of Concrete Structures. In: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, v. 9, n. 1 (März 2023).
- (2023): Detailed crack‐based assessment of a 4‐m deep beam test specimen. In: Structural Concrete, v. 24, n. 1 (Februar 2023).
- (2022): Framework for Crack-Based Assessment of Existing Lightly Reinforced Concrete Deep Members. In: ACI Structural Journal, v. 119, n. 1 ( 2022).
- (2020): Smart Infrastructure: A Vision for the Role of the Civil Engineering Profession in Smart Cities. In: Journal of Infrastructure Systems, v. 26, n. 2 (Juni 2020).
- (2021): Evaluating the shear resistance of deep beams loaded or supported by wide elements. In: Engineering Structures, v. 226 (Januar 2021).
- (2018): Maximum Shear Capacity of Reinforced Concrete Members. In: ACI Structural Journal, v. 115, n. 5 (September 2018).
- (2016): Influence of High-Strength Bars on Shear Response of Containment Walls. In: ACI Structural Journal, v. 113, n. 5 (September 2016).
- (2014): Investigation of Shear Response of Nuclear Power Plant Wall Elements using High Strength Materials. Vorgetragen bei: IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014.
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