Abstract
As Structural Health Monitoring (SHM) continues to gain popularity, both as an area of research and as a tool for use in industrial applications, the number of technologies associated with SHM will also continue to grow. As a result, the engineer tasked with developing a SHM system is faced with myriad hardware and software technologies from which to choose, often adopting an ad hoc qualitative approach based on physical intuition or past experience to making such decisions, and offering little in the way of justification for a particular decision. The present paper offers a framework that aims to provide the engineer with a qualitative approach for choosing from among a suite of candidate SHM technologies. The framework is outlined for the general case, where a supervised learning approach to SHM is adopted, and is then demonstrated on a problem commonly encountered when developing SHM systems: selection of a damage classifier, where the engineer must select from among a suite of candidate classifiers, the one most appropriate for the task at hand. The data employed for these problems are taken from a preliminary study that examined the feasibility of applying SHM technologies to the RAPid Telescopes for Optical Response observatory network. (Approved for unlimited public release on September 20, 2011, LA-UR 11-05398, Unclassified)
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References
Beck JL, Yuen K-V (2004) Model selection using response measurements: bayesian probabilistic approach. J Eng Mech 130(2):192–203
Saito T, Beck JL (2010) Bayesian model selection for ARX models and its application to structural health monitoring. Earthquake Eng Struct Dynam 39(15):1737–1759
Bishop CM (2006) Pattern recognition and machine learning. Springer, New York
Ben-Haim Y (2006) Info-gap decision theory: decisions under severe uncertainty, 2nd edn. Academic, Oxford, UK
Ben-Haim Y (2011) Info-gap decision theory: decisions under severe uncertainty. http://info-gap.com/. Retrieved 13 April 2011
Pierce SG, Worden K, Manson G (2006) A novel information-gap technique to assess reliability of neural network-based damage detection. J Sound Vib 293(1–2):96–111
Farrar CR, Worden K (2007) An introduction to structural health monitoring. Philos Trans Roy Soc A 365(1851):303–315
Kay SM (1998) Fundamentals of statistical signal processing, vol II, Detection theory. Prentice-Hall, Upper Saddle River
Hanley JA, McNeil BJ (1982) The meaning and use of the area under a receiver operating characteristic (ROC) curve. Radiology 143(1):29–36
Bradley AP (1997) The use of the area under the ROC curve in the evaluation of machine learning algorithms. Pattern Recogn 30(7):1145–1159
Greiner M, Pfeiffer D, Smith RD (2000) Principles and practical application of the receiver-operating characteristic analysis for diagnostic tests. Prev Vet Med 45(1–2):23–41
Stull CJ, Taylor SG, Wren J, Mascarenus DL, Farrar CR (2012) Real-time condition assessment of RAPTOR telescope systems. ASCE J Struct Eng, in press
Vestrand WT, Borozdin KN, Brumby SP, Casperson DE, Fenimore EE, Galassi MC et al (2002) The RAPTOR experiment: a system for monitoring the optical sky in real time. In: Proceedings of SPIE, vol 4845, Bellingham, pp 126–136
Farrar CR, Doebling SW, Nix DA (2001) Vibration–based structural damage identification. Philos Trans Roy Soc Math Phys Eng Sci 359(1778):131–149
Lynch JP, Sundararajan A, Law KH, Kiremidjian AS, Kenny T, Carryer E (2003) Embedment of structural monitoring algorithms in a wireless sensing unit. Struct Eng Mech 15(3):285–297
Figueiredo E, Figueiras J, Park G, Farrar CR, Worden K (2011) Influence of the autoregressive model order on damage detection. Int J Comput-Aided Civil Infrastruct Eng 26(3):225–238
Box GE, Jenkins GM (1976) Time series analysis: forecasting and control, Revised edn. Holden-Day, San Francisco
Park G, Figueiredo E, Farinholt KM, Farrar CR (2010) Time series predictive models of piezoelectric active-sensing for SHM applications. In: Proceedings of SPIE, vol 7650. Bellingham
Stull CJ, Nichols JM, Earls CJ (2011) Stochastic inverse identification of geometric imperfections in shell structures. Comput Method Appl Mech Eng 200(25–28):2256–2267
Duda RO, Hart PE, Stork DG (2001) Pattern classification, 2nd edn. Wiley, New York
Ruotolo R, Surace C (1999) Using SVD to detect damage in structures with different operational conditions. J Sound Vib 226(3):425–439
Acknowledgements
The first author is grateful to Yakov Ben-Haim for his guidance during the initial phases of development of this work. The algorithmic development supporting this work was facilitated, in part, by the use of functions available in SHMTools, a software package developed at the Los Alamos National Laboratory//University of California San Diego Engineering Institute to aid in the construction of SHM processes. Los Alamos National Laboratory, an affirmative action/equal opportunity employer, is operated by Los Alamos National Security, LLC, for the National Nuclear Security Administration of the U.S. Department of Energy under contract DE-AC52-06NA25396.
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© 2012 The Society for Experimental Mechanics, Inc. 2012
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Stull, C.J., Hemez, F.M., Farrar, C.R. (2012). On Assessing the Robustness of Structural Health Monitoring Technologies. In: Simmermacher, T., Cogan, S., Horta, L., Barthorpe, R. (eds) Topics in Model Validation and Uncertainty Quantification, Volume 4. Conference Proceedings of the Society for Experimental Mechanics Series. Springer, New York, NY. https://doi.org/10.1007/978-1-4614-2431-4_1
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DOI: https://doi.org/10.1007/978-1-4614-2431-4_1
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