Marialuigia Sangirardi 
- : Computer vision-based dynamic identification of a reinforced concrete elevated water tank. In: Journal of Civil Structural Health Monitoring.
- (2024): A new non-invasive method for the seismic retrofit of rubble masonry using composite connectors. In: International Journal of Masonry Research and Innovation, v. 9, n. 1 ( 2024).
- (2023): Dynamic identification of an elevated water tank through digital video processing. In: Procedia Structural Integrity, v. 44 ( 2023).
- (2023): Shake table testing of a low-impact technology for the seismic protection of stone masonry. In: Procedia Structural Integrity, v. 44 ( 2023).
- (2022): Detecting Damage Evolution of Masonry Structures through Computer-Vision-Based Monitoring Methods. In: Buildings, v. 12, n. 6 (7 Juni 2022).
- (2022): Seismic behaviour of rubble masonry: Shake table test and numerical modelling. In: Earthquake Engineering and Structural Dynamics, v. 51, n. 5 (25 April 2022).
- (2021): Low-impact techniques for seismic strengthening fair faced masonry walls. In: Construction and Building Materials, v. 307 (November 2021).
- (2021): Coupled three-dimensional analysis of the progressive tunnelling-induced damage to masonry buildings: is it always worth it?. In: Tunnelling and Underground Space Technology, v. 118 (Dezember 2021).
- (2020): A coupled structural and geotechnical assessment of the effects of a landslide on an ancient monastery in Central Italy. In: Engineering Structures, v. 225 (Dezember 2020).
- (2020): Discrete and Continuous Approaches for the Failure Analysis of Masonry Structures Subjected to Settlements. In: Frontiers in Built Environment, v. 6 (Januar 2020).
- (2019): Steel Reinforced Grout under uniaxial load: Experimental evidences and numerical modelling. In: Construction and Building Materials, v. 227 (Dezember 2019).
- (2019): Equivalent Frame Modelling of Masonry Walls Based on Plasticity and Damage. In: International Journal of Architectural Heritage, v. 13, n. 7 ( 2019).
- (2013): Experimental characterization of "non-engineered" masonry systems in a highly seismic prone area. In: Construction and Building Materials, v. 48 (November 2013).
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