Interpretation of stabilization diagrams using density-based clustering algorithm
•A density-based algorithm for manual and automatic identification is proposed.•The proposed methodology is based on OPTICS clustering algorithm.•A new parameter to estimate the reliability of an identified mode is presented. The estimation of modal parameters is a critical requirement in structural...
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| Veröffentlicht in: | Engineering structures Jg. 178; S. 245 - 257 |
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| Abstract | •A density-based algorithm for manual and automatic identification is proposed.•The proposed methodology is based on OPTICS clustering algorithm.•A new parameter to estimate the reliability of an identified mode is presented.
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 cluster 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. |
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| AbstractList | 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 cluster 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. •A density-based algorithm for manual and automatic identification is proposed.•The proposed methodology is based on OPTICS clustering algorithm.•A new parameter to estimate the reliability of an identified mode is presented. 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 cluster 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. |
| Author | Boroschek, Ruben L. Bilbao, Joaquin A. |
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| Cites_doi | 10.1006/mssp.1999.1249 10.1016/j.conengprac.2012.05.005 10.1002/eqe.4290140205 10.1016/j.ymssp.2008.05.003 10.1016/j.ymssp.2012.01.007 10.1016/j.eswa.2011.04.021 |
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| References | Ankerst, Markus, Kriegel, Sander (b0025) 1999 Boroschek, Bilbao (b0035) 2015 Pappa, Elliott, Schenk (b0060) 1992 Cabboi, Magalhaes, Gentile, Cunha (b0015) 2013 Allemang, Brown (b0055) 1982 Veletsos, Ventura (b0050) 1986; 14 Magalhaes, Cunha, Caetano (b0005) 2009 Boroschek (b0030) 2010 Ankerst, Breunig, Kriegel, Sander (b0080) 1999 Bakir (b0010) 2011 Peeters, De Roeck (b0040) 1999; 13 Reynders, Houbrechts, De Roeck (b0020) 2012; 29 Ester, Kriegel, Sander, Xu (b0085) 1996 Döhler, Mevel (b0045) 2012; 20 Boroschek (10.1016/j.engstruct.2018.09.091_b0030) 2010 Allemang (10.1016/j.engstruct.2018.09.091_b0055) 1982 Pappa (10.1016/j.engstruct.2018.09.091_b0060) 1992 Ankerst (10.1016/j.engstruct.2018.09.091_b0080) 1999 Cabboi (10.1016/j.engstruct.2018.09.091_b0015) 2013 Ester (10.1016/j.engstruct.2018.09.091_b0085) 1996 Bakir (10.1016/j.engstruct.2018.09.091_b0010) 2011 Reynders (10.1016/j.engstruct.2018.09.091_b0020) 2012; 29 Ankerst (10.1016/j.engstruct.2018.09.091_b0025) 1999 Döhler (10.1016/j.engstruct.2018.09.091_b0045) 2012; 20 Peeters (10.1016/j.engstruct.2018.09.091_b0040) 1999; 13 Boroschek (10.1016/j.engstruct.2018.09.091_b0035) 2015 Veletsos (10.1016/j.engstruct.2018.09.091_b0050) 1986; 14 Magalhaes (10.1016/j.engstruct.2018.09.091_b0005) 2009 |
| References_xml | – start-page: 14390 year: 2011 end-page: 14397 ident: b0010 article-title: Automation of the stabilization diagrams for subspace based system identification publication-title: Expert Syst Appl – start-page: 197 year: 2010 end-page: 216 ident: b0030 article-title: Structural health monitoring performance during the 2010 Gigantic Chile earthquake publication-title: Earthquakes and health monitoring of civil structures – year: 2013 ident: b0015 article-title: Automatic operational modal analysis: challenges and practical application to a historical bridge publication-title: 6th ECCOMAS conference on smart structures and materials, Torino – volume: 13 start-page: 855 year: 1999 end-page: 878 ident: b0040 article-title: Reference-base stochastic subspace identfication for output-only modal analysis publication-title: Mech Syst Signal Process – year: 1999 ident: b0080 article-title: OPTICS: ordering points to identify the clustering structure publication-title: CM SIGMOD international conference on Management of data, NY, USA – year: 2015 ident: b0035 article-title: Evaluation of an automatic selection methodology of model parameters from stability diagrams on a damaged building publication-title: 6th International Operational Modal Analysis Conferenceq, Gijón, Spain – start-page: 110 year: 1982 end-page: 116 ident: b0055 article-title: A correlation coefficient for modal vector analysis publication-title: Proceedings of the 1st International Modal Analysis Conference – year: 1999 ident: b0025 article-title: OPTICS: ordering points to identify the clustering structure publication-title: Proc. 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| SubjectTerms | Algorithms Automation Building construction Clustering Damage detection Density distribution Earthquake damage Earthquakes OPTICS Parameter estimation Seismic activity Seismic design Seismic engineering Stability diagrams Stabilization Structural damage Structural health monitoring System identification Vibration monitoring |
| Title | Interpretation of stabilization diagrams using density-based clustering algorithm |
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