The paper presents the main results of experimental tests concerning the reduction of theseismic vulnerability of stone masonry buildings with flexible floors. Two mock-ups (originalcondition and repaired) were tested in a 3D shaking table. The results show that the adoptedmeasures are efficient. A set of non-linear static analyses (pushover) were considered,together with time integration analysis. The non-linear dynamic analyses reproduced theseismic behavior observed in the seismic tests. However, the pushover analyses did notsimulate correctly all the failure mode of the structure and should be used with caution.
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