Dario Coronelli 
- (2023): Flat slab response for seismic and cyclic actions prediction with numerical models. In: Engineering Structures, v. 289 (August 2023).
- (2023): Structural assessment of prestressed beams with natural corrosion. In: Structural Concrete, v. 24, n. 1 (Februar 2023).
- (2022): Seismic Performance of Strengthened Slab-Column Connections in a Full-Scale Test. In: Journal of Earthquake Engineering, v. 27, n. 9 (Oktober 2022).
- (2021): Testing of a full-scale flat slab building for gravity and lateral loads. In: Engineering Structures, v. 243 (September 2021).
- (2022): Numerical Analysis of Mechanical Damage in Ribbed Masonry Vaults under Differential Settlements. In: International Journal of Architectural Heritage, v. 16, n. 11 (Dezember 2022).
- (2020): A state of the art of flat‐slab frame tests for gravity and lateral loading. In: Structural Concrete, v. 21, n. 6 (Dezember 2020).
- (2020): Development of the simulation model for Digital Twin applications in historical masonry buildings: The integration between numerical and experimental reality. In: Computers & Structures, v. 238 (Oktober 2020).
- (2020): Resistance of corroded RC beams: Extending fib Model Code 2010 models. In: Structural Concrete, v. 21, n. 5 (Oktober 2020).
- (2020): Structural assessment of iron tie rods based on numerical modelling and experimental observations in Milan Cathedral. In: Engineering Structures, v. 206 (März 2020).
- (2019): Strength of Corroded RC Beams with Bond Deterioration. In: Journal of Structural Engineering (ASCE), v. 145, n. 10 (Oktober 2019).
- (2019): A parametric model for ribbed masonry vaults. In: Automation in Construction, v. 105 (September 2019).
- (2003): Smooth Anchored Bars in NSC and HPC: a Study on Size Effect. In: Journal of Advanced Concrete Technology, v. 1, n. 1 ( 2003).
- (2011): Bond capacity of severely corroded bars with corroded stirrups. In: Magazine of Concrete Research, v. 63, n. 12 (Dezember 2011).
- (2012): Response of corroded prestressed beams with bonded strands. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 165, n. 5 (Mai 2012).
- (2007): Multi-scale modelling approach for the pushover analysis of existing RC shear walls—Part I: Model formulation. In: Earthquake Engineering and Structural Dynamics, v. 36, n. 9 (25 Juli 2007).
- (2007): Multi-scale modelling approach for the pushover analysis of existing RC shear walls—Part II: Experimental verification. In: Earthquake Engineering and Structural Dynamics, v. 36, n. 9 (25 Juli 2007).
- (2013): Three-dimensional modelling of structural effects of corroding steel reinforcement in concrete. In: Structure and Infrastructure Engineering, v. 9, n. 7 (Juli 2013).
- (2013): Effect of corrosion of reinforcement on the mechanical behaviour of highly corroded RC beams. In: Engineering Structures, v. 56 (November 2013).
- (2009): Corroded post-tensioned beams with bonded tendons and wire failure. In: Engineering Structures, v. 31, n. 8 (August 2009).
- (2001): Local–global approach in the seismic analysis of R/C frames including bond slip effects. In: Engineering Structures, v. 23, n. 8 (August 2001).
- (2015): Failure mode transitions of corroded deep beams exposed to marine environment for long period. In: Engineering Structures, v. 96 (August 2015).
- (2013): Severely Corroded RC with Cover Cracking. In: Journal of Structural Engineering (ASCE), v. 139, n. 2 (Februar 2013).
- (2009): Modelling the response of prestressed beams with corroded reinforcement. In: European Journal of Environmental and Civil Engineering, v. 13, n. 6 (Juli 2009).
- (2015): Shear behaviour and load capacity of short reinforced concrete beams exposed to chloride environment. In: European Journal of Environmental and Civil Engineering, v. 20, n. 4 (April 2015).
- (2018): Engineering bond model for corroded reinforcement. In: Engineering Structures, v. 156 (Februar 2018).
- (2015): Cathedral of Milan: Structural History of the Load-Bearing System. In: International Journal of Architectural Heritage, v. 9, n. 4 (Februar 2015).
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