Matteo Breveglieri

Numerical analysis and analytical modeling of existing RC masonry infilled frames strengthened with composite materials when subjected to seismic loads. Structural design of a strengthened multistory building. Short project on existing masonry building in the Abruzzo region.

Shear strengthening of RC beams using the Embedded Through-Section (ETS) technique. Experimental testing, analytical models development and numerical analysis.

Responsible for the seismic analysis of six existing industrial precast RC structures in Emilia-Romagna region (Italy).

During the Course of Seismic Engineering in the M.Sc. in Civil Engineering, I guided the students into the project on the seismic analysis of existing RC structures.

Assessment of the causes that led to the structural collapse of a large industrial building in Sant’Agostino (FE), during the Emilia-Romagna Earthquake of May 2012. - Structural inspection and structural survey by use of drones and 3D laser scanner - Verify project conformity ( execution and design at the time of the construction, Materials analysis) - Development of a simplified model to determinate the causes of collapse.

The structural design of a masonry building and calculation of wooden roofs and floors.

Structural engineering, structural strengthening, FRP , FEA, shear, Concrete