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In recent years, there has been an increasing interest in the adoption of emerging sensing technologies for instrumentation within a variety of structural systems in civil and building engineering. Wireless and fiber bragg grating sensors are emerging as sensing paradigms that the structural engineering field has begun to consider as substitutes for traditional tethered monitoring systems. A benefit of each sensors structural monitoring systems is that they are inexpensive to install because extensive wiring is no longer required between sensors and the data acquisition system. Researchers has been discovering that wireless and fibber bragg grating sensors are an exciting technology that should not be viewed as simply a substitute for traditional tethered monitoring systems. Rather, these sensors can play greater roles in the processing of structural response data; this feature can be utilized to screen data for signs of structural damage. Also, sensors have limitations that require novel system architectures and modes of operation. This paper is intended to present a summary review of the collective experience the structural engineering community has gained from the use of wireless and fiber bragg grating sensors for monitoring structural performance and health of tall type buildings.
Czasopismo
Rocznik
Tom
Strony
35--40
Opis fizyczny
Bibliogr. 26 poz.
Twórcy
autor
- AGH University of Science and Technology, Faculty of Mechanical Engineering and Robotics, Av. A. Mickiewicza 30, PL 30-059 Krakow, Poland
autor
- AGH University of Science and Technology, Faculty of Mechanical Engineering and Robotics, Av. A. Mickiewicza 30, PL 30-059 Krakow, Poland
Bibliografia
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- [3] Liu, S.C., Tomizuka , M.: Strategic Research for Sensors and Smart Structures Technology, in Proceedings of the International Conference on Structural Health Monitoring and Intelligent Infrastructure, Tokyo, Japan, November 13–15, Vol. 1, 113–117 (2003a)
- [4] Liu, S.C., Tomizuka , M.: Vision and Strategy for Sensors and Smart Structures Technology Research, in Proceedings of the 4th International Workshop on Structural Health Monitoring, Stanford, CA, September 15–17, 42–52 (2003b)
- [5] International Conference of Building Officials (ICBO), “2001 California Building Code – California Code of Regulations,” Title 24, Part 2, Volume 2, ICBO, Whittier, CA (2002)
- [6] Celebi , M.: Seismic Instrumentation of Buildings (With Emphasis on Federal Buildings), Technical Report No. 0-7460-68170, United States Geological Survey, Menlo Park, CA (2002)
- [7] Farrar , C. R.: Historical Overview of Structural Health Monitoring, Lecture Notes on Structural Health Monitoring Using Statistical Pattern Recognition, Los Alamos Dynamics, Los Alamos, NM (2001)
- [8] Doebling , S.W., Farrar , C.R., Prime, M.B.: A Summary Review of Vibration-based Damage Identification Methods, Shock and Vibration Digest, Vol. 30, No. 2, pp. 91–105 (1998)
- [9] Ou, J.P., et al.: Health Dynamic Measurement of Tall Building Using Wireless Sensor Network, in Smart Structures and Materials, San Diego, CA, March 6–10, Proceedings of the SPIE, Vol. 5765, No. 1, pp. 205–215 (2005)
- [10] Arici , Y., Mosalam , K.M.: Modal Analysis of a Densely Instrumented Building Using Strong Motion Data, in Proceedings of the International Conference on Applications of Statistics and Probability in Civil Engineering, San Francisco, CA, June 6–9, pp. 419–426 (2003)
- [11] Glaser , S. D.: Some Real-world Applications of Wireless Sensor Nodes, in Smart Structures and Materials: Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems, San Diego, CA, March 15–18, Proceedings of the SPIE, Vol. 5391, pp. 344–355 (2004)
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- [16] Ni, Y., et al.: Modeling of temperature distribution in a reinforced concrete super tall structure based on structural health monitoring data, Computers & Concrete, vol. 8, no. 3, pp. 293–309 (2011)
- [17] Xia , Y., et al.: Stress development of a super tall structure during construction: field monitoring and numerical analysis, Computer-Aided Civil and Infrastructure Engineering, vol 26, no. 7, pp. 542–559 (2011)
- [18] Leng , J.S., et al.: Structural NDE of concrete structures using protected EFPI and FBG sensors, Sens. Actuators A, vol. 126, pp. 340–347 (2006)
- [19] Dawood , T.A., Shenoi , R.A., Sahin, M.: A procedure to embed fibre Bragg grating strain sensors into GFRP sandwich structures, Composites A, vol. 38, pp. 217–226 (2007)
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- [22] Lo, Y.L., Kuo, C.P.: Packaging a fibre Bragg grating with metal coating for an a thermal design, J. Light wave Technol. Vol. 21 (5), pp. 1377–1383 (2003)
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- [24] Moyo , P., et al.: Development of fiber Bragg grating sensors for monitoring civil infrastructure, Eng. Struct. Vol. 27, pp. 1828–1834 (2005)
- [25] Ye, C.C., et al.: A polarization-maintaining fibre Bragg grating interrogation system for multi-axis strain sensing, Meas. Sci. Technol. Vol.13, pp. 1446–1449 (2002)
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Typ dokumentu
Bibliografia
Identyfikator YADDA
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