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. Following cognitive investigations, the calculation models necessary for the analysis of the building were created, studied by means of non-linear static analyzes (pushover).
Bologna, Italy
Masonry
Load-bearing masonry
Residential
Case Dani
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