Sensitivity to damage imperfection for multileaf masonry walls based on vibrational analyses

Damage-imperfection indicators based on variation of dynamic parameters allow to identify the intrinsic discontinuity and the
damage of structures. Here, the structural health monitoring through the vibration-based approach has been carried out by two
steps on three different multileaf masonry specimens (full infill, damaged infill, and strengthened infill) subjected to uniaxial
compressive load. In the first step, the characterization of initial conditions based on the investigation of the intrinsic discontinuity
and the manufacturing imperfections has been done. In this phase, the detection, localization, assessment, and prediction of damage have been given by the comparison between the experimental and numerical modal data calculated by the commercial finite element code. Subsequently, in the second step, starting from the identification of undamaged condition, the damage effects on changes of the dynamic parameters have been recorded. As well known, the incoherent response between the leaves is related to frequency values, damping ratios, and modal shapes.