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.

Sensitivity to damage imperfection for multileaf masonry walls based on vibrational analyses / Boscato, Giosuè; Reccia, Emanuele; Baraldi, Daniele; Cecchi, Antonella. - In: SHOCK AND VIBRATION. - ISSN 1070-9622. - 2018:(2018), pp. 1-14. [10.1155/2018/2321589]

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

Emanuele Reccia;
2018

Abstract

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.
2018
Civil and Structural Engineering; Condensed Matter Physics; Geotechnical Engineering and Engineering Geology; Mechanics of Materials; Mechanical Engineering
01 Pubblicazione su rivista::01a Articolo in rivista
Sensitivity to damage imperfection for multileaf masonry walls based on vibrational analyses / Boscato, Giosuè; Reccia, Emanuele; Baraldi, Daniele; Cecchi, Antonella. - In: SHOCK AND VIBRATION. - ISSN 1070-9622. - 2018:(2018), pp. 1-14. [10.1155/2018/2321589]
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11573/1171756
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