Technical Papers
Nov 18, 2011

Development and Application of High-Sensitivity Wireless Smart Sensors for Decentralized Stochastic Modal Identification

Publication: Journal of Engineering Mechanics
Volume 138, Issue 6

Abstract

State-of-the-art smart sensor technology enables deployment of dense arrays of sensors, which is critical for structural health monitoring (SHM) of complicated and large-scale civil structures. Despite recent successful implementation of various wireless smart sensor networks (WSSNs) for full-scale SHM, the low-cost micro-electro-mechanical systems (MEMS) sensors commonly used in smart sensors cannot readily measure low-level ambient vibrations because of their relatively low resolution. Combined use of conventional wired high-sensitivity sensors with low-cost wireless smart sensors has been shown to provide improved spectral estimates of response that can lead to improved experimental modal analysis. However, such a heterogeneous network of wired and wireless sensors requires central collection of an enormous amount of raw data and off-network processing to achieve global time synchronization; consequently, many of the advantages of WSSNs for SHM are lost. In this paper, the development of a new high-sensitivity accelerometer board (SHM-H) for the Imote2 wireless smart sensor (WSS) platform is presented. The use of a small number of these high-sensitivity WSSs, composed of the SHM-H and Imote2, as reference sensors in the Natural Excitation Technique—based decentralized WSSN strategy is explored and is shown to provide a cost-effective means of improving modal feature extraction in the decentralized WSSN for SHM.

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Acknowledgments

This study was supported in part by the National Science Foundation Grant CMS 09-28886 (Dr. S.C. Liu, program manager). This support is gratefully acknowledged.

References

Caffrey, J., et al. (2004). “Networked sensing for structural health monitoring.” Proc., 4th Int. Workshop on Structural Control, Columbia Univ., New York, 57–66.
Cho, S., et al. (2010). “Structural health monitoring of a cable-stayed bridge using smart sensor technology: Data analyses.” Smart Struct. Syst., 6(5–6), 461–480.
Gao, Y., and Spencer, B. F. Jr. (2008). “Structural health monitoring strategies for smart sensor networks.” Newmark Structural Engineering Laboratory Rep. Series. No. 011, Univ. of Illinois at Urbana-Champaign, Champaign, IL.
Gao, Y., Spencer, B. F. Jr., and Ruiz-Sandoval, M. (2006). “Distributed computing strategy for structural health monitoring.” Struct. Control Health Monit., 13(1), 488–507.
James, G. H., Carne, T. G., and Lauffer, J. P. (1993). “Dynamic testing and system identification of a multispan highway bridge.” Rep. SAND92-1666, UC-261, Sandia National Laboratories, Sandia, NM.
Jang, S. A., et al. (2010). “Structural health monitoring of a cable-stayed bridge using smart sensor technology: Deployment and evaluation.” Smart Struct. Syst., 6(5–6), 439–459.
Jo, H., Rice, J. A., Spencer, B. F. Jr., and Nagayama, T. (2010). “Development of high-sensitivity accelerometer board for structural health monitoring.” Proc. SPIE Smart Structures/NDE, Society of Photo-optical Instrumentation Engineers, Bellingham, WA, 764706.
Juang, J. N., and Pappa, R. S. (1985). “An eigensystem realization algorithm for modal parameter identification and model reduction.” J. Guid. Control Dyn.JGCODS, 8(5), 620–627.
Kurata, M., et al. (2010). “Long-term assessment of an autonomous wireless structural health monitoring system at the New Carquinez suspension bridge.” Proc., SPIE, Society of Photo-optical Instrumentation Engineers, Bellingham, WA.
Lynch, J. P., Sundararajan, A., Law, K. H., Kiremidjian, A. S., and Carryer, E. (2004). “Embedding damage detection algorithms in a wireless sensing unit for operational power efficiency.” Smart Mater. Struct., 13(4), 800–810.SMSTER
MEMSIC, Inc. (2010). “Imote2 Sensor board: ITS400 datasheet.” 〈http://www.blasiagroup.com/clients/memsic/index.php?option=com_content&view=article&id=48&itemid=45〉 (Apr. 1, 2011).
Nagayama, T., Abe, M., Fujino, Y., and Ikeba, K. (2005). “Structural identification of a non-proportionally damped system and its application to a full-scale suspension bridge.” J. Struct. Eng.JSENDH, 131(10), 1536–1545.
Nagayama, T., and Spencer, B. F. Jr. (2007). “Structural health monitoring using smart sensors.” Newmark Structural Engineering Laboratory (NSEL) Rep. Series No. 1,Univ. of Illinois at Urbana-Champaign, Champaign, IL.
Nagayama, T., Ushita, M., Fujino, Y., Ieiri, M., and Makihata, N. (2010). “The combined use of low-cost smart sensors and high accuracy sensors to apprehend structural dynamic behavior.” Proc. SPIE Smart Structures/NDE, Society of Photo-optical Instrumentation Engineers, Bellingham, WA, 764716.
Pakzad, S. N. (2010). “Development and deployment of large scale wireless sensor network on a long-span bridge.” Smart Struct. Syst., 6(5–6), 525–544.
QF4A512 4-channel programmable signal conditioner. (2007). Quickfilter Technologies, Inc, Allen, TX.
Rice, J. A., and Spencer, B. F. Jr. (2009). “Flexible smart sensor framework for autonomous full-scale structural health monitoring.” Newmark Structural Engineering Laboratory Rep. Series, No. 18, Univ. of Illinois at Urbana-Champaign, Champaign, IL.
Sim, S. H., Carbonell-Marquez, J. F., Spencer, B. F. Jr., and Jo, H. (2011). “Decentralized random decrement technique for efficient data aggregation and system identification in wireless smart sensor networks.” Prob. Eng. Mech.PEMEEX, 26(1), 81–91.
Sim, S.-H., and Spencer, B. F. Jr. (2009). “Decentralized strategies for monitoring structures using wireless smart sensor networks.” Newmark Structural Engineering Laboratory Rep. No. 19, Univ. of Illinois at Urbana-Champaign, Champaign, IL.
Sim, S. H., Spencer, B. F. Jr., Zhang, M., and Xie, H. (2010). “Automated decentralized modal analysis using smart sensors.” Struct. Control Health Monit., 17(8), 872–894.
Su, D., Fujino, Y., Nagayama, T., Hernandez, J., and Seki, M. (2010). “Vibration of reinforced concrete viaducts under high-speed train passage: Measurement and prediction including train-viaduct interaction.” Struct. Infrastruct. Eng., 6(5), 621–633.
Tanner, N. A., Wait, J. R., Farrar, C. R., and Sohn, H. (2003). “Structural health monitoring using modular wireless sensors.” J. Intell. Mater. Syst. Struct., 14(1), 43–56.JMSSER
Tokyo Sokushin. (2010). “Network sensor: CV-374 datasheet.” 〈http://www.to-soku.co.jp/en/products/memory/pdf/cv374_a-b_e.pdf〉 (Apr. 1, 2011).
Ye, X., Zhu, T., Yan, Q., and Wang, W. (2011). “Experimental verification of decentralized approach for model identification based on wireless smart sensor network.” Adv. Mater. Res.AMREFI, 291–294(3), 3–11.
Zimmerman, A. T., Shiraishi, M., Swartz, R. A., and Lynch, J. P. (2008). “Automated modal parameter estimation by parallel processing within wireless monitoring systems.” J. Infrastruct. Syst., 14(1), 102–113.JITSE4

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 138Issue 6June 2012
Pages: 683 - 694

History

Received: May 31, 2011
Accepted: Nov 16, 2011
Published online: Nov 18, 2011
Published in print: Jun 1, 2012

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Authors

Affiliations

Doctoral Candidate, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801. E-mail: [email protected]
Sung-Han Sim [email protected]
Assistant Professor, Ulsan National Institute of Science and Technology, Ulsan 698-798, Korea. E-mail: [email protected]
Tomonori Nagayama [email protected]
Assistant Professor, Univ. of Tokyo, Tokyo 113-8656, Japan. E-mail: [email protected]
B. F. Spencer Jr., F.ASCE [email protected]
Nathan M. and Anne M. Newmark Endowed Chair in Civil Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801 (corresponding author). E-mail: [email protected]

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