期刊
APPLIED SCIENCES-BASEL
卷 11, 期 14, 页码 -出版社
MDPI
DOI: 10.3390/app11146496
关键词
structural damage localization; nonlinear FEM simulations; reinforced concrete framed structures; structural health monitoring; real structures; signal processing
类别
资金
- Italian Department of Civil Protection within the project DPC-RELUIS 2019-2021
- German Earthquake Task Force
In recent years, there has been increasing interest in structural health monitoring (SHM) due to the limitations of traditional methods and the potential of newly developed automatic systems. A dense sensor network in a real-time monitoring system can detect and localize structural damage, while the modal curvature evaluation method plays a crucial role in damage detection.
In recent years, structural health monitoring (SHM) has received increasing interest from both research and professional engineering communities. This is due to the limitations related to the use of traditional methods based on visual inspection for a rapid and effective assessment of structures and infrastructures when compared with the great potential offered by newly developed automatic systems. Most of these kinds of systems allow the continuous estimation of structural modal properties that are strictly correlated to the mechanical characteristics of the monitored structure. These can change as a result of material deterioration and structural damage related to earthquake shaking. Furthermore, a suitable configuration of a dense sensor network in a real-time monitoring system can allow to detect and localize structural and non-structural damage by comparing the initial and a final state of the structure after a critical event, such as a relevant earthquake. In this paper, the modal curvature evaluation method, used for damage detection and localization on framed structures, considering the mode curvature variation due to strong earthquake shaking, is further developed. The modified approach is validated by numerical and experimental case studies. The extended procedure, named Curvature Evolution Method (CEM), reduces the required computing time and the uncertainties in the results. Furthermore, in this work, an empirical relationship between curvature variation and damage index has been defined for both bare and infilled frames.
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