Abstract
Large SHM datasets often result from special applications such as long-term monitoring, dense sensor arrays, or high sampling rates. Through the development of novel sensing techniques as well as advances in sensing devices and data acquisition technology, it is expected that such large volumes of measurement data become commonplace. In anticipation of datasets magnitudes larger than today’s, it is important to evaluate current SHM processing methods at BIGDATA standards and identify potential limitations within computational procedures. This paper will focus on the processing of large SHM datasets and the computational sensitivity of common SHM procedures. Processing concerns encompass efficiency and scalability of SHM software, particularly the computational sensitivity of common system identification and damage detection algorithms with respect to a large amount of sensors and samples.
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References
Manyika J, Chui M, Brown B, Bughin J, Dobbs R, Roxburgh C, Hung Byers A (2011) Big data: the next frontier for innovation, competition, and productivity, p 143. Retrieved from http://www.mckinsey.com/insights/business_technology/big_data_the_next_frontier_for_innovation
Cooley JW, Tukey JW (1965) An algorithm for the machine calculation of complex fourier series. Math Comput 19(90):297–301
Mathworks (2014) Functions documentation. Retrieved from http://www.mathworks.com/help/matlab/functionlist.html
Van Overschee P, De Moor B (1992) N4SID: subspace algorithms for the identification of combined deterministic-stochastic systems. Automatica 30(1):75–93
He X, De Roeck G (1997) System identification of mechanical structures by a high-order multivariate autoregressive model. Comput Struct 64(1–4):341–351
James III GH, Carrie TG, Lauffer JP, James GH, Carne TG, Ill GHJ (1993) The natural excitation technique (NExT) for modal parameter extraction from operating wind turbines, Albuquerque, p 46
Chang M, Pakzad SN (2013) Observer Kalman filter identification for output-only systems using interactive structural modal identification toolsuite (SMIT). J Bridg Eng 19(5):04014002. doi:10.1061/(ASCE)BE.1943-5592.0000530
Peeters B, De Roeck G (1999) Reference-based stochastic subspace identification for output-only modal analysis. Mech Syst Signal Process 13(6):855–878. doi:10.1006/mssp.1999.1249
Pakzad SN, Fenves GL (2009) Statistical analysis of vibration modes of a suspension bridge using spatially dense wireless sensor network. J~Struct Eng 135(7):863–872. doi:10.1061/(ASCE) ST.1943-541X.0000033
Chang M, Pakzad SN (2012) Modified natural excitation technique for stochastic modal identification. J Struct Eng 139(10):1753–1762. doi:10.1061/(ASCE) ST.1943-541X.0000559
Matarazzo TJ, Pakzad SN (2015) Structural Identification using Expectation Maximization (STRIDE): an iterative output-only method for modal identification. (ASCE) J Eng Mech. doi:10.1061/(ASCE)EM.1943-7889.0000951
Sim S, Spencer Jr BF (2009) Decentralized strategies for monitoring structures using wireless smart sensor networks. Newmark Structural Engineering Laboratory (NSEL) at the Department of Civil and Environmental Engineering of University of Illinois at Urbana-Champaign
Flynn EB, Kpotufe S, Harvey D, Figueiredo E, Taylor S, Dondi D, Mollov T, Todd MD, Rosing ST, Park G, Farrar C (2010) SHMTools: a new embeddable software package for SHM applications. In: Tomizuka M (ed) Sensors and smart structures technologies for civil, mechanical, and aerospace systems. Society of Photo-Optical Instrumentation Engineers, San Diego
Sohn H, Farrar CR (2001) Damage diagnosis using time series analysis of vibration signals. Smart Mater Struct 10(3):446–451. doi:10.1088/0964-1726/10/3/304
Worden K, Manson G, Fieller NRJ (2000) Damage detection using outlier analysis. J Sound Vib 229(3):647–667. doi:10.1006/jsvi.1999.2514
Lei Y, Kiremidjian AS, Nair KK, Lynch JP, Law KH, Kenny TW, Carryer ED, Kottapalli A (2003) Statistical damage detection using time series analysis on a structural health monitoring benchmark problem. In: Proceedings of the 9th international conference on applications of statistics and probability in civil engineering. pp. 6–9
Nair KK, Kiremidjian AS, Law KH (2006) Time series-based damage detection and localization algorithm with application to the ASCE benchmark structure. J Sound Vib 291(1–2):349–368. doi:10.1016/j.jsv.2005.06.016
Nigro MB, Pakzad SN, Dorvash S (2014) Localized structural damage detection: a change point analysis. J Comput Aided Civ Infrastruct Eng 29(6):416–432. doi:10.1111/mice.12059
Dorvash S, Pakzad SN, Labuz EL, Ricles JM, Hodgson IC (2014) Localized damage detection algorithm and implementation on a large-scale steel beam-to-column moment connection. Earthq Spectra. doi:10.1193/031613EQS069M
Dorvash S, Pakzad SN, Labuz EL (2004) Statistics based localized damage detection using vibration response, (Deutsch 1979)
Shahidi SG, Nigro MB, Pakzad SN, Pan Y (2014) Structural damage detection and localisation using multivariate regression models and two-sample control statistics. Struct Infrastruct Eng, pp 1–17. doi:10.1080/15732479.2014.949277
Yao R, Pakzad SN (2012) Autoregressive statistical pattern recognition algorithms for damage detection in civil structures. Mech Syst Signal Process 31:355–368. doi:10.1016/j.ymssp.2012.02.014
Figueiredo E, Figueiras J, Park G, Farrar CR, Worden K (2011) Influence of the autoregressive model order on damage detection. J Comput Aided Civ Infrastruct Eng 26(3):225–238. doi:10.1111/j.1467-8667.2010.00685.x
Acknowledgement
Research funding is partially provided by the National Science Foundation through Grant No. CMMI-1351537 by Hazard Mitigation and Structural Engineering program, and by a grant from the Commonwealth of Pennsylvania, Department of Community and Economic Development, through the Pennsylvania Infrastructure Technology Alliance (PITA).
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Matarazzo, T.J., Shahidi, S.G., Chang, M., Pakzad, S.N. (2015). Are Today’s SHM Procedures Suitable for Tomorrow’s BIGDATA?. In: Niezrecki, C. (eds) Structural Health Monitoring and Damage Detection, Volume 7. Conference Proceedings of the Society for Experimental Mechanics Series. Springer, Cham. https://doi.org/10.1007/978-3-319-15230-1_7
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DOI: https://doi.org/10.1007/978-3-319-15230-1_7
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