Structural Health Monitoring With Autoregressive Support Vector Machines

Author:

Bornn Luke1,Farrar Charles R.2,Park Gyuhae2,Farinholt Kevin2

Affiliation:

1. CCS-6, Statistical Sciences Group, Los Alamos National Laboratory, MS F600, Los Alamos, NM 87545

2. The Engineering Institute, Los Alamos National Laboratory, MS T006, Los Alamos, NM 87545

Abstract

The use of statistical methods for anomaly detection has become of interest to researchers in many subject areas. Structural health monitoring in particular has benefited from the versatility of statistical damage-detection techniques. We propose modeling structural vibration sensor output data using nonlinear time-series models. We demonstrate the improved performance of these models over currently used linear models. Whereas existing methods typically use a single sensor’s output for damage detection, we create a combined sensor analysis to maximize the efficiency of damage detection. From this combined analysis we may also identify the individual sensors that are most influenced by structural damage.

Publisher

ASME International

Subject

General Engineering

Reference21 articles.

1. A Review of Damage Identification Methods That Examine Changes in Dynamic Properties;Doebling;Shock Vib. Dig.

2. Sohn, H., Farrar, C. R., Hemez, F. M., Shunk, D. S., Stinemates, D. W., Nadler, B. R., and Czarnecki, J. J., 2004, “A Review of Structural Health Monitoring Literature From 1996–2001,” Los Alamos National Laboratory, Report No. LA-13976-MS.

3. An Introduction to Structural Health Monitoring;Farrar;Philos. Trans. R. Soc. London, Ser. A

4. Vibration-Based Damage Detection Using Statistical Process Control;Fugate;Mech. Syst. Signal Process.

5. Structural Health Monitoring Using Statistical Process Control;Sohn;J. Struct. Eng.

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