Gabriele Milani 
- (2024): Assessment of the seismic failure of reinforced concrete structures considering the directional effects of ground motions. In: Soil Dynamics and Earthquake Engineering, v. 185 (October 2024).
- (2024): Analysis of low temperature flexural creep properties of mineral powder reinforced asphalt MPRA through combined experimentation and finite element simulation. In: Construction and Building Materials, v. 437 (July 2024).
- : Augustus Bridge in Narni (Italy): Seismic Vulnerability Assessment of the Still Standing Part, Possible Causes of Collapse, and Importance of the Roman Concrete Infill in the Seismic-Resistant Behavior. In: International Journal of Architectural Heritage.
- (2023): Closed-form model for curved brittle substrates reinforced with FRP strips. In: Composite Structures, v. 304 (January 2023).
- (2022): The behavior mapping of masonry arches subjected to lumped deformations. In: Construction and Building Materials, v. 319 (February 2022).
- (2021): Advanced Modeling of a Historical Masonry Umbrella Vault: Settlement Analysis and Crack Tracking via Adaptive NURBS Kinematic Analysis. In: Journal of Engineering Mechanics (ASCE), v. 147, n. 11 (November 2021).
- (2018): Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation. In: Composite Structures, v. 187 (March 2018).
- (2018): Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Numerical analyses. In: Composite Structures, v. 187 (March 2018).
- (2010): Approximate limit analysis of full scale FRP-reinforced masonry buildings through a 3D homogenized FE package. In: Composite Structures, v. 92, n. 4 (March 2010).
- (2020): ANUB-Aggregates: a fully automatic NURBS-based software for advanced local failure analyses of historical masonry aggregates. In: Bulletin of Earthquake Engineering, v. 18, n. 8 (April 2020).
- (2020): 3D homogenized limit analysis of non-periodic multi-leaf masonry walls. In: Computers & Structures, v. 234 (July 2020).
- (2020): Advanced numerical strategies for seismic assessment of historical masonry aggregates. In: Engineering Structures, v. 212 (June 2020).
- (2020): Behavior of traditional Chinese mortise-tenon joints: Experimental and numerical insight for coupled vertical and reversed cyclic horizontal loads. In: Journal of Building Engineering, v. 30 (July 2020).
- (2020): 3D voxel homogenized limit analysis of single-leaf non-periodic masonry. In: Computers & Structures, v. 229 (March 2020).
- (2021): Advanced Seismic Assessment of Four Masonry Bell Towers in Italy after Operation Modal Analysis (OMA) Identification. In: International Journal of Architectural Heritage, v. 15, n. 1 ( 2021).
- (2019): Base seismic isolation of a historical masonry church using fiber reinforced elastomeric isolators. In: Soil Dynamics and Earthquake Engineering, v. 120 (May 2019).
- (2019): Advanced non-linear numerical modeling of masonry groin vaults of major historical importance: St John Hospital case study in Jerusalem. In: Engineering Structures, v. 194 (September 2019).
- (2019): 2D pixel homogenized limit analysis of non-periodic masonry walls. In: Computers & Structures, v. 219 (July 2019).
- (2013): 3D non-linear behavior of masonry arch bridges. In: Computers & Structures, v. 114 (January 2013).
- (2011): Automatic fragility curve evaluation of masonry churches accounting for partial collapses by means of 3D FE homogenized limit analysis. In: Computers & Structures, v. 89, n. 17-18 (September 2011).
- (2015): Comprehensive numerical approaches for the design and safety assessment of masonry buildings retrofitted with steel bands in developing countries: The case of India. In: Construction and Building Materials, v. 85 (June 2015).
- (2016): Collapse analysis of the Clock and Fortified towers of Finale Emilia, Italy, after the 2012 Emilia Romagna seismic sequence: Lesson learned and reconstruction hypotheses. In: Construction and Building Materials, v. 115 (July 2016).
- (2017): Advanced numerical insight into the structural damage of masonry vaults under seismic excitation: two valuable case studies. In: International Journal of Masonry Research and Innovation, v. 2, n. 1 ( 2017).
- (2013): Comparative seismic vulnerability analysis on ten masonry towers in the coastal Po Valley in Italy. In: Engineering Structures, v. 49 (April 2013).
- (2007): 3D homogenized limit analysis of masonry buildings under horizontal loads. In: Engineering Structures, v. 29, n. 11 (November 2007).
- (2013): Characterization of the response of quasi-periodic masonry: Geometrical investigation, homogenization and application to the Guimarães castle, Portugal. In: Engineering Structures, v. 56 (November 2013).
- (2016): Comprehensive FE numerical insight into Finale Emilia Castle behavior under 2012 Emilia Romagna seismic sequence: Damage causes and seismic vulnerability mitigation hypothesis. In: Engineering Structures, v. 117 (June 2016).
- (2014): Collapse of the clock tower in Finale Emilia after the May 2012 Emilia Romagna earthquake sequence: Numerical insight. In: Engineering Structures, v. 72 (August 2014).
- (2014): Advanced numerical models for the analysis of masonry cross vaults: A case-study in Italy. In: Engineering Structures, v. 76 (October 2014).
- (2007): Analysis of masonry structures: review of and recent trends in homogenization techniques. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 34, n. 11 (November 2007).
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