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 speci...

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Bibliographic Details
Main Authors: G. Boscato, E. Reccia, D. Baraldi, A. Cecchi
Format: Article
Language:English
Published: Hindawi Limited 2018-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2018/2321589