Erratum: Instantaneous baseline structural damage detection using a miniaturized piezoelectric guided waves system [KSCE Journal of Civil Engineering, 14, 6, (2010) 889-895, DOI 10.1007/s12205-010-1137-x];Instantaneous baseline structural damage detection using a miniaturized piezoelectric guided waves system

KSCE Journal of Civil Engineering

Volumn 14, Issue 6, 2010, Pages 889-895

  Park, Seunghee ^a   Anton, Steven R ^b   Kim, Jeong Ki ^b   Inman, Daniel J ^b   Ha, Dong S ^b  

^a Sungkyunkwan University   (South Korea)

^b Virginia Polytechnic Institute and State University   (United States)

Author keywords

guided waves; instantaneous baseline damage detection; low power system; piezoelectric sensor; structural health monitoring

Indexed keywords

DATA HANDLING; DIGITAL SIGNAL PROCESSING; ENVIRONMENTAL TECHNOLOGY; FIGHTER AIRCRAFT; GUIDED ELECTROMAGNETIC WAVE PROPAGATION; PIEZOELECTRIC CERAMICS; PIEZOELECTRICITY; STRUCTURAL ANALYSIS; STRUCTURAL HEALTH MONITORING; SURFACE DEFECTS; SURFACE WAVES; WAVELET TRANSFORMS; WINGS;

BONDING CONDITIONS; CROSS CORRELATIONS; DIGITAL SIGNAL PROCESSING (DSP); LOW-POWER SYSTEMS; PIEZOELECTRIC SENSORS; STRUCTURAL DAMAGE DETECTION; STRUCTURAL HEALTH MONITORING (SHM); WAVE PROPAGATION SCHEME;

DAMAGE DETECTION;

EID: 78049478737     PISSN: 12267988     EISSN: 19763808     Source Type: Journal    
DOI: 10.1007/s12205-011-1137-5     Document Type: Erratum

References (11)

1. Anton, S. R., Inman, D. J., and Park, G. (2009). "Reference-free damage detection using instantaneous baseline measurements." AIAA Journal, Vol. 47, No. 8, pp. 1952-1964.
2. Heo, G. and Jeon, J. (2009). "A smart monitoring system based on ubiquitous computing technique for infra-structural system: Centering on identification of dynamic characteristics of self-anchored suspension bridge." KSCE Journal of Civil Engineering, Vol. 13, No. 5, pp. 333-337.
3. Kim, S.-B. and Sohn, H. (2007). "Instantaneous reference-free crack detection based on polarization characteristics of piezoelectric materials." Smart Materials and Structures, Vol. 16, No. 6, pp. 2375-2387.
4. Kim, J.-K., Zhou, D., Ha, D., and Inman, D. J. (2009). "A practical system approach for fully autonomous multi-dimensional structural health monitoring." Proceedings of SPIE Symposium on Smart Structures and Materials & Nondestructive Evaluation and Health Monitoring, San Diego, CA, USA, March.
5. Legendre, S., Massicotte, D., Goyette, J., and Bose, T. K. (2000). "Wavelet-transform-based method of analysis for lamb-wave ultrasonic NDE signals." IEEE Trans. on Inst. and Meas., Vol. 49, No. 3, pp. 524-530.
6. Park, G., Farrar, C., Rutherford, A., and Robertson, A. (2006). "Piezoelectric active sensor self-diagnostics using electrical admittance measurements." Journal of Vibration and Acoustics, Vol. 128, No. 4, pp. 469-476.
7. Park, S., Lee, C.-G., and Sohn, H. (2009). "Reference-free crack detection using transfer impedances." Journal of Sound and Vibration, Vol. 329, No. 12, pp. 2337-2348.
8. Raghavan, A. and Cesnik, C. E. S. (2007) "Review of guided-wave structural health monitoring." The Shock and Vibration Digest, Vol. 39, No. 2, pp. 91-114.
9. Seo, Y. and Kim, Y. R. (2008) "Using acoustic emission to monitor fatigue damage and healing in asphalt concrete." KSCE Journal of Civil Engineering, Vol. 12, No. 4, pp. 237-243.
10. Sohn, H. (2007). "Effects of environmental and operational variability on structural health monitoring." Phil. Trans. R. Soc. A., Vol. 365, No. 1851, pp. 539-560.
11. Yun, Y.-W. and Jang, I.-Y. (2008). "Research on early age deformation of high performance concrete by fiber bragg grating sensor." KSCE Journal of Civil Engineering, Vol. 12, No. 5, pp. 323-328.