Drafting of seismic vulnerability analysis

The building located in Via G. Galli in Desio, former seat of the Court, has a volume close to 18,500 cubic meters.

 

In order to reuse it with a change of intended use, it has been subjected to seismic vulnerability analysis following the execution of a materials characterization campaign and the subsequent drafting of guidelines - with economic estimate - of the interventions necessary to reduce seismic risk.

 

The building as a whole consists of two dynamically independent structural units that make up a basement, a ground floor, a first floor, a second floor and a roof.

 

The structural works are defined by reinforced concrete for both the vertical works (walls and pillars) and the horizontal works (RC floors also with the insertion of lightening elements in brick).