Interpretation of stabilization diagrams using density-based clustering algorithm
Author
dc.contributor.author
Boroschek Krauskopf, Rubén
Author
dc.contributor.author
Bilbao, Joaquín A.
Admission date
dc.date.accessioned
2019-05-31T15:33:59Z
Available date
dc.date.available
2019-05-31T15:33:59Z
Publication date
dc.date.issued
2019
Cita de ítem
dc.identifier.citation
Engineering Structures 178 (2019) 245–257
Identifier
dc.identifier.issn
18737323
Identifier
dc.identifier.issn
01410296
Identifier
dc.identifier.other
10.1016/j.engstruct.2018.09.091
Identifier
dc.identifier.uri
https://repositorio.uchile.cl/handle/2250/169694
Abstract
dc.description.abstract
The estimation of modal parameters is a critical requirement in structural health monitoring, damage detection, design validation, among other topics. The most prevalent methodology for manual identification is via an interpretation of a stabilization diagram. A density-based algorithm for automatically interpreting this type of diagram is proposed. The method employs three stages of interpretation. First, hard criteria are used to discard distinct spurious modes. Second, a density-based algorithm, Ordering Points to Identify the Clustering Structure (OPTICS), is used to duster data. Finally, the modal parameters are selected taking into account the density distribution of the clustered values. Automation on the procedure is proposed, tested and applied to the vibration measurements of a building structure that has been continuously monitored since 2009. The results indicate a satisfactory interpretation, despite the low signal-to-noise ratios, the effect of induced electric noise, the low density of the sensors, different ambient conditions, and the occurrence of earthquake events.