Maria Luisa Beconcini
- (2022): Modeling Approaches for the Assessment of Seismic Vulnerability of Masonry Structures: The E-PUSH Program. In: Buildings, v. 12, n. 3 (8 March 2022).
- Fatigue behaviour of composite timber-concrete beams. In: Procedia Structural Integrity, v. 11 ( 2018). (2018):
- Shear modulus of masonry walls: a critical review. In: Procedia Structural Integrity, v. 11 ( 2018). (2018):
- Influence of mechanical parameters on non-linear static analysis of masonry buildings: a relevant case-study. In: Procedia Structural Integrity, v. 11 ( 2018). (2018):
- (2019): Seismic risk evaluation of existing masonry buildings: methods and uncertainties. Presented at: IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019.
- (2019): Influence of shear modulus and drift capacity on non-linear static analysis of masonry buildings. Presented at: IABSE Symposium: Towards a Resilient Built Environment Risk and Asset Management, GuimarĂ£es, Portugal, 27-29 March 2019.
- Wavelet Based Approach to Structural Dynamic Identification: the Case of the Main Vara Viaduct. Presented at: IABSE Conference: Information and Communication Technology (ICT) for Bridges, Buildings and Construction Practice, Helsinki, Finland, June 2008. (2008):
- (2010): A numerical algorithm to predict the behaviour of cracked r.c. members. Presented at: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010.