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스마트 센서 시스템을 이용한 구조물의 모달 인자 추출

Identify Modal Parameter by The Output Response of Structure Using Smart Sensor System

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초록

In this study, the research was carried out on how to identify the modal parameter by acquiring the output response of the structure only through the smart sensor system. The objective of this research is to verify the performance and the on-site adaptability of the smart sensor system that have been actively researched as the advanced measuring system so far. Smart Sensor System was developed so that the real-time dynamic measurement can be performed by means of MEMS-type accelerated sensor, 8 bit CPU, wireless MODEM. In the modal parameter identification test, random excitation was added to the cantilever beam, and then the response of the structure was obtained using the smart sensor system and the wire measurement system respectively. In analyzing the data, modal parameter was identified using NExT & ERA algorithm. Furthermore, the optimal measurement location was selected through EOT algorithm in order to obtain the qualified output response. Result of the test, it was possible to verify the on-site applicability of the smart sensor.

Abstract

In this study, the research was carried out on how to identify the modal parameter by acquiring the output response of the structure only through the smart sensor system. The objective of this research is to verify the performance and the on-site adaptability of the smart sensor system that have been actively researched as the advanced measuring system so far. Smart Sensor System was developed so that the real-time dynamic measurement can be performed by means of MEMS-type accelerated sensor, 8 bit CPU, wireless MODEM. In the modal parameter identification test, random excitation was added to the cantilever beam, and then the response of the structure was obtained using the smart sensor system and the wire measurement system respectively. In analyzing the data, modal parameter was identified using NExT & ERA algorithm. Furthermore, the optimal measurement location was selected through EOT algorithm in order to obtain the qualified output response. Result of the test, it was possible to verify the on-site applicability of the smart sensor.

참고문헌 (14)

  1. 허광희, "스마트 센서 기술을 이용한 구조물 건전도 모니터링 시스템 Part I: 스마트 센서의 개발과 성능평가", 한국구조물진단학회지, 11(2), pp.134~144 (2007)
  2. 허광희, "SWMAS의 성능 검증을 위한 구조물의 동특성 분석", 구조물진단학회지, 9(4), pp.227~234 (2005), 한국구조물진단유지관리공학회
  3. Kurata, N., "A study on building risk monitoring using wireless sensor network MICA-Mote", First International Conference on Structural Healh Monitoring and Intelligent Infrastructure, Tokyo, Japan, pp.13~15 (2003)
  4. Ewins, D. J., "Modal Testing : Theory, Practice and Application, R. S. P" (2000)
  5. Lynch, J.P., "Field Validation of a Wireless Structural Monitoring System on the Alamosa Canyon Bridge" (2003), SPIE 10th
  6. Masanobu Shinozuka, "MEMS-Based Wireless Real-Time Health Monitoring of Bridge", The 3rd International conference on Earthquake Engineering Najing,China (2004)
  7. Caicedo J.M., "Phase II SHM Benchmark Studies:Application of the NExT and ERA for Damage Detection", Proceedings of the IMAC XXI Conference,Orlando,Florida, pp.3~6 (2003)
  8. Caicedo, J.M., "NExT and ERA for Phase I of the IASC-ASCE Benchmark Problem:Simulated Data" (2002), ,Journal of Engineering Mechanics,ASCE,submitted
  9. A modularwireless damage monitoring system for structures, "Straser, E.G.", John A. Blume Earthquake Engineering Center, Department of Civil and Envirmental Engineering, Stanford University, Stanford, CA,, ~, pp.Report No. 128 (1998)
  10. Heo, G., "Optimal Transducer Placement for Health Monitoring of Long Span Bridge", Soil Dynamics and Earthquake Engineering, 16, pp.495~502 (1997)
  11. Salawu, O.S., "Review of Full-Scale Dynamic Testing of Bridge Structures", Engineering Structure, 17(2), pp.113~121 (1995)
  12. Jung, J.N., "Applied System Identification" (1994), Prentice Hall, Englewood Cliffs
  13. Jung, J.N., "An Eigensystem Realization Algorithm for Modal Parameter Identification and Model Reduction", Journal of GuidanceControl and Dynamics, 8(5), pp.620~627 (1985)
  14. Straser, E.G, "A modular visual approach to damage monitoring for civil structures", Proceedings of SPIE, Smart Structures and Materials. 2719, pp.112~122 (1996)

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