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- Post-tensioned rocking dissipative timber wall systems: Numerical prediction. Dans: Journal of Building Engineering, v. 66 (mai 2023). (2023):
- Cyclic model of post-tensioned low damage timber walls with dissipative devices. Dans: Procedia Structural Integrity, v. 44 ( 2023). (2023):
- Loss Assessment of Non-Ductile RC Buildings Accounting for Bidirectional Ground Motion. Dans: Procedia Structural Integrity, v. 44 ( 2023). (2023):
- Typological fragility curves for RC buildings: influence of damage index and building sample selection. Dans: Engineering Structures, v. 266 (septembre 2022). (2022):
- (2022): Fragility Curves of Existing RC Buildings Accounting for Bidirectional Ground Motion. Dans: Buildings, v. 12, n. 7 (5 juillet 2022).
- (2022): Census-based typological usability fragility curves for Italian unreinforced masonry buildings. Dans: Bulletin of Earthquake Engineering, v. 20, n. 8 (mars 2022).
- Cyclic response of CLT Post-Tensioned Walls: Experimental and numerical investigation. Dans: Construction and Building Materials, v. 308 (novembre 2021). (2021):
- (2021): Typological Damage Fragility Curves for Unreinforced Masonry Buildings affected by the 2009 L'Aquila, Italy Earthquake. Dans: The Open Civil Engineering Journal, v. 15, n. 1 (22 février 2021).
- State of the art of simplified analytical methods for seismic vulnerability assessment of unreinforced masonry buildings. Dans: Engineering Structures, v. 239 (juillet 2021). (2021):
- Seismic demand model class uncertainty in seismic loss analysis for a code-designed URM infilled RC frame building. Dans: Bulletin of Earthquake Engineering, v. 19, n. 1 (octobre 2020). (2020):
- RC frame structures retrofitted by FRP-wrapping: A model for columns under axial loading and cyclic bending. Dans: Engineering Structures, v. 207 (mars 2020). (2020):
- Principal component analysis for a seismic usability model of unreinforced masonry buildings. Dans: Soil Dynamics and Earthquake Engineering, v. 96 (mai 2017). (2017):
- Validation and extension of a statistical usability model for unreinforced masonry buildings with different ground motion intensity measures. Dans: Bulletin of Earthquake Engineering, v. 18, n. 2 (mai 2019). (2019):
- Simplified survey form of unreinforced masonry buildings calibrated on data from the 2009 L'Aquila earthquake. Dans: Bulletin of Earthquake Engineering, v. 16, n. 7 (décembre 2017). (2017):
- Comparative seismic loss analysis of an existing non-ductile RC building based on element fragility functions proposals. Dans: Engineering Structures, v. 177 (décembre 2018). (2018):