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2013 | OriginalPaper | Chapter

1. Accurate Damping Estimation by Automated OMA Procedures

Authors : C. Rainieri, G. Fabbrocino

Published in: Topics in Dynamics of Civil Structures, Volume 4

Publisher: Springer New York

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Abstract

Systems and techniques for fast damage detection based on vibration analysis are becoming very attractive in different engineering fields. Modal-based damage detection algorithms are well-known techniques for structural health assessment. However, the lack of automated modal identification and tracking procedures has been for long a relevant limit to their extensive use. The development of several automated output-only modal identification procedures in the last few years has led to a renewed interest in modal-based damage detection. However, robustness of automated modal identification algorithms, computational efforts and reliability of modal parameter estimates (in particular, damping) still represent open issues. In this paper, a novel algorithm for automated output-only modal parameter estimation is adopted to obtain reliable and very accurate modal parameter estimates. An extensive validation of the algorithm for continuous monitoring application is carried out based on simulated data. The obtained results point out that the algorithm provides fairly robust, accurate and precise estimates of the modal parameters, including damping ratios. This may potentially lead to a standardized, extensive characterization of modal damping ratios in structures, which is useful to gain knowledge about damping mechanisms in structures and to develop predictive models.

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Literature
1.
go back to reference Rainieri C, Fabbrocino G (2010) Automated output-only dynamic identification of civil engineering structures. Mech Syst Signal Process 24(3):678–695CrossRef Rainieri C, Fabbrocino G (2010) Automated output-only dynamic identification of civil engineering structures. Mech Syst Signal Process 24(3):678–695CrossRef
2.
go back to reference Rainieri C, Fabbrocino G, Cosenza E (2011) Near real-time tracking of dynamic properties for standalone structural health monitoring systems. Mech Syst Signal Process 25(8):3010–3026CrossRef Rainieri C, Fabbrocino G, Cosenza E (2011) Near real-time tracking of dynamic properties for standalone structural health monitoring systems. Mech Syst Signal Process 25(8):3010–3026CrossRef
3.
go back to reference Doebling SW, Farrar CR, Prime MB Shevitz DW (1996) Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature review, Technical Report LA-13070-MS, UC-900, Los Alamos National Laboratory, New Mexico 87545 Doebling SW, Farrar CR, Prime MB Shevitz DW (1996) Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature review, Technical Report LA-13070-MS, UC-900, Los Alamos National Laboratory, New Mexico 87545
4.
go back to reference Peeters B, De Roeck G (2001) One-year monitoring of the Z24-Bridge: environmental effects versus damage events. Earthquake Eng Struct Dyn 30:149–171CrossRef Peeters B, De Roeck G (2001) One-year monitoring of the Z24-Bridge: environmental effects versus damage events. Earthquake Eng Struct Dyn 30:149–171CrossRef
5.
go back to reference Rainieri C, Fabbrocino G Cosenza E (2008) Integrated systems for Structural Health Monitoring: worldwide applications and perspectives. In: Proceedings of the fourth European workshop on structural health monitoring, Cracow Rainieri C, Fabbrocino G Cosenza E (2008) Integrated systems for Structural Health Monitoring: worldwide applications and perspectives. In: Proceedings of the fourth European workshop on structural health monitoring, Cracow
6.
go back to reference Magalhaes F, Cunha A, Caetano E (2012) Vibration based structural health monitoring of an arch bridge: from automated OMA to damage detection. Mech Syst Signal Process 28:212–228CrossRef Magalhaes F, Cunha A, Caetano E (2012) Vibration based structural health monitoring of an arch bridge: from automated OMA to damage detection. Mech Syst Signal Process 28:212–228CrossRef
7.
go back to reference Rainieri C, Fabbrocino G, Manfredi G, Dolce M (2012) Robust output-only modal identification and monitoring of buildings in the presence of dynamic interactions for rapid post-earthquake emergency management. Eng Struct 34:436–446CrossRef Rainieri C, Fabbrocino G, Manfredi G, Dolce M (2012) Robust output-only modal identification and monitoring of buildings in the presence of dynamic interactions for rapid post-earthquake emergency management. Eng Struct 34:436–446CrossRef
8.
go back to reference Rainieri C, Fabbrocino G, Cosenza E (2010) Integrated seismic early warning and structural health monitoring of critical civil infrastructures in seismically prone areas. Struct Health Monit–Int J 10(3):291–308CrossRef Rainieri C, Fabbrocino G, Cosenza E (2010) Integrated seismic early warning and structural health monitoring of critical civil infrastructures in seismically prone areas. Struct Health Monit–Int J 10(3):291–308CrossRef
9.
go back to reference Fabbrocino G, Laorenza C, Rainieri C, Santucci De Magistris F (2009) Seismic monitoring of structural and geotechnical integrated systems. Mater Forum 33:404–419 Fabbrocino G, Laorenza C, Rainieri C, Santucci De Magistris F (2009) Seismic monitoring of structural and geotechnical integrated systems. Mater Forum 33:404–419
10.
go back to reference Rainieri C, Fabbrocino G, Santucci de Magistris F (2012) An integrated seismic monitoring system for a full-scale embedded retaining wall. Geotechnical Test J 36. doi:10.1520/GTJ20120067 Rainieri C, Fabbrocino G, Santucci de Magistris F (2012) An integrated seismic monitoring system for a full-scale embedded retaining wall. Geotechnical Test J 36. doi:10.​1520/​GTJ20120067
11.
go back to reference Rainieri C, Fabbrocino G (2011) Operational modal analysis for the characterization of heritage structures. GEOFIZIKA 28:127–143 Rainieri C, Fabbrocino G (2011) Operational modal analysis for the characterization of heritage structures. GEOFIZIKA 28:127–143
12.
go back to reference Conte C, Rainieri C, Aiello MA, Fabbrocino G (2011) On-site assessment of masonry vaults: dynamic tests and numerical analysis. GEOFIZIKA 28:109–126 Conte C, Rainieri C, Aiello MA, Fabbrocino G (2011) On-site assessment of masonry vaults: dynamic tests and numerical analysis. GEOFIZIKA 28:109–126
13.
go back to reference Rainieri C, Fabbrocino G, Cosenza E (2010) Some remarks on experimental estimation of damping for seismic design of civil constructions. Shock Vib 17(4–5):383–395 Rainieri C, Fabbrocino G, Cosenza E (2010) Some remarks on experimental estimation of damping for seismic design of civil constructions. Shock Vib 17(4–5):383–395
14.
go back to reference Ans B, Hérault J Jutten C (1985) Adaptive neural architectures: detection of primitives. In: Proceedings of COGNITIVA’85, Paris, France, pp 593–597 Ans B, Hérault J Jutten C (1985) Adaptive neural architectures: detection of primitives. In: Proceedings of COGNITIVA’85, Paris, France, pp 593–597
15.
go back to reference Poncelet F, Kerschen G, Golinval JC, Verhelst D (2007) Output-only modal analysis using blind source separation techniques. Mech Syst Signal Process 21:2335–2358CrossRef Poncelet F, Kerschen G, Golinval JC, Verhelst D (2007) Output-only modal analysis using blind source separation techniques. Mech Syst Signal Process 21:2335–2358CrossRef
16.
go back to reference Belouchrani A, Abed-Meraim K, Cardoso JF, Moulines E (1997) A blind source separation technique using second-order statistics. IEEE Trans Signal Process 45:434–444CrossRef Belouchrani A, Abed-Meraim K, Cardoso JF, Moulines E (1997) A blind source separation technique using second-order statistics. IEEE Trans Signal Process 45:434–444CrossRef
17.
go back to reference Rainieri C, Fabbrocino G (2012) A hybrid automated modal identification algorithm for Structural Health Monitoring: a comparative assessment. In: Proceedings of the international conference on noise and vibration engineering ISMA2012, Leuven Rainieri C, Fabbrocino G (2012) A hybrid automated modal identification algorithm for Structural Health Monitoring: a comparative assessment. In: Proceedings of the international conference on noise and vibration engineering ISMA2012, Leuven
18.
go back to reference Van Overschee P, De Moor B (1996) Subspace identification for linear systems: theory—implementation—applications. Kluwer Academic Publishers, DordrechtMATHCrossRef Van Overschee P, De Moor B (1996) Subspace identification for linear systems: theory—implementation—applications. Kluwer Academic Publishers, DordrechtMATHCrossRef
20.
go back to reference Ljung L (1999) System identification: theory for the user, 2nd edn. Prentice Hall, Upper Saddle River Ljung L (1999) System identification: theory for the user, 2nd edn. Prentice Hall, Upper Saddle River
21.
go back to reference Peeters B (2000) System identification and damage detection in civil engineering. Ph.D. Thesis, Katholieke Universiteit Leuven, Leuven Peeters B (2000) System identification and damage detection in civil engineering. Ph.D. Thesis, Katholieke Universiteit Leuven, Leuven
22.
go back to reference Reynders E, Pintelon R, De Roeck G (2008) Uncertainty bounds on modal parameters obtained from stochastic subspace identification. Mech Syst Signal Process 22:948–969CrossRef Reynders E, Pintelon R, De Roeck G (2008) Uncertainty bounds on modal parameters obtained from stochastic subspace identification. Mech Syst Signal Process 22:948–969CrossRef
23.
go back to reference Rainieri C, Fabbrocino G Cosenza E (2010) On damping experimental estimation. In: Proceedings of the tenth international conference on computational structures technology, Valencia Rainieri C, Fabbrocino G Cosenza E (2010) On damping experimental estimation. In: Proceedings of the tenth international conference on computational structures technology, Valencia
24.
go back to reference Deraemaeker A, Reynders E, De Roeck G, Kullaa J (2008) Vibration-based structural health monitoring using output-only measurements under changing environment. Mech Syst Signal Process 22:34–56CrossRef Deraemaeker A, Reynders E, De Roeck G, Kullaa J (2008) Vibration-based structural health monitoring using output-only measurements under changing environment. Mech Syst Signal Process 22:34–56CrossRef
25.
go back to reference Lämsä V, Kullaa J (2008) Data normalization with partially measured environmental or operational variables. In: Proceedings of the fourth European workshop on structural health monitoring, Cracow Lämsä V, Kullaa J (2008) Data normalization with partially measured environmental or operational variables. In: Proceedings of the fourth European workshop on structural health monitoring, Cracow
26.
go back to reference Magalhães F, Cunha A Caetano E (2010) Continuous dynamic monitoring of an arch bridge: strategy to eliminate the environmental and operational effects and detect damages. In: Proceedings of the international conference on noise and vibration engineering ISMA2010, Leuven Magalhães F, Cunha A Caetano E (2010) Continuous dynamic monitoring of an arch bridge: strategy to eliminate the environmental and operational effects and detect damages. In: Proceedings of the international conference on noise and vibration engineering ISMA2010, Leuven
27.
go back to reference Peeters B, De Roeck G (2001) Stochastic system identification for operational modal analysis: a review. ASME J Dyn Syst Meas Contr 123(4):659–667CrossRef Peeters B, De Roeck G (2001) Stochastic system identification for operational modal analysis: a review. ASME J Dyn Syst Meas Contr 123(4):659–667CrossRef
28.
go back to reference Reynders E, Houbrechts J, De Roeck G (2012) Fully automated (operational) modal analysis. Mech Syst Signal Process 29:228–250CrossRef Reynders E, Houbrechts J, De Roeck G (2012) Fully automated (operational) modal analysis. Mech Syst Signal Process 29:228–250CrossRef
29.
go back to reference Tan P-N, Steinbach M, Kumar V (2006) Introduction to data mining. Pearson Addison-Wesley, Reading Tan P-N, Steinbach M, Kumar V (2006) Introduction to data mining. Pearson Addison-Wesley, Reading
30.
go back to reference Brincker R, Zhang L Andersen P (2000) Modal identification from ambient responses using frequency domain decomposition. In: Proceedings of the 18th SEM international modal analysis conference, San Antonio Brincker R, Zhang L Andersen P (2000) Modal identification from ambient responses using frequency domain decomposition. In: Proceedings of the 18th SEM international modal analysis conference, San Antonio
31.
go back to reference Magalhaes F, Cunha A, Caetano E (2012) Online automatic identification of the modal parameters of a long span arch bridge. Mech Syst Signal Process 23:316–329CrossRef Magalhaes F, Cunha A, Caetano E (2012) Online automatic identification of the modal parameters of a long span arch bridge. Mech Syst Signal Process 23:316–329CrossRef
Metadata
Title
Accurate Damping Estimation by Automated OMA Procedures
Authors
C. Rainieri
G. Fabbrocino
Copyright Year
2013
Publisher
Springer New York
DOI
https://doi.org/10.1007/978-1-4614-6555-3_1

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