Description of the intervention:
The intervention is aimed at studying the seismic vulnerability of an existing masonry building.
The building was built in two successive stages and consists of two types of walls that make the two phases of construction evident. The decks of the original portion, built around the 1920s, are made of wood, while the roof of the annexed portion is made of brick and concrete. Following cognitive investigations, the calculation models necessary for the analysis of the building were created, studied by means of non-linear static analyzes (pushover).
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