• Photonic Sensors
  • Vol. 6, Issue 1, 71 (2016)
Weibing GAN1、*, Wenbin HU, Fang LIU2, Jianguang TANG2, Sheng LI2, and Yan YANG1
Author Affiliations
  • 1Key Laboratory of Fiber Optic Sensing Technology and Information Processing of Ministry of Education, Wuhan University of Technology, Wuhan, 430070, China
  • 2National Engineering Laboratory for Fiber Optic Sensing Technology, Wuhan University of Technology, Wuhan, 430070, China
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    DOI: 10.1007/s13320-015-0276-6 Cite this Article
    Weibing GAN, Wenbin HU, Fang LIU, Jianguang TANG, Sheng LI, Yan YANG. Bridge Continuous Deformation Measurement Technology Based on Fiber Optic Gyro[J]. Photonic Sensors, 2016, 6(1): 71 Copy Citation Text show less
    References

    [1] D. Jiang, D. Sun, and L. Liang, “Slab deflection measurement technique based on fiber optic gyro,” in Proc. SPIE, vol. 4077, pp. 141-144, 2000.

    [2] B. F. Spencer, “Opportunities and challenges for smart sensing technology,” in First International Conference on Structural Health Monitoring and Intelligent Infrastructure, Japan, pp. 65-71, 2003.

    [3] J. Ou and H. Li, “Wireless sensor information fusion for structural health monitoring,” in Proc. SPIE, vol. 5099, pp. 356-362, 2003.

    [4] D. V. Jáuregui, K. R. White, C. B. Woodward, and K. R. Leitch, “Noncontact photogrammetric measurement of vertical bridge deflection,” Journal of Bridge Engineering, 2003, 8(4): 212-222.

    [5] Y. Yu and J. Ou, “Design of wireless intelligent sensor for structural health monitoring,” in IEEE Sensor Networks and Information Processing Conference, Hongkong, pp. 1-5, 2004.

    [6] A. Nickitopoulou, K. Protopsalti, and S. Stiros, “Monitoring dynamic and quasi-static deformations of large flexible engineering structures with GPS: accuracy, limitations and promises,” Engineering Structures, 2006, 28(10): 1471-1482.

    [7] G. Liu, “Research about low frequency dynamic characteristics of deflection testing system for LianTongGuan type bridge,” Dissertation for the Degree of Master of Chongqing University, China, 2007.

    [8] S. Jang, H. Jo, S. Cho, K. Mechitov, J. A. Rice, S. Sim, et al., “Structural health monitoring of a cable-stayed bridge using smart sensor technology: deployment and evaluation,” Smart Structures and Systems, 2010, 6(5-6): 439-459.

    [9] Y. Yu, J. Ou, and H. Li, “Design, calibration and application of wireless sensors for structural global and local monitoring of civil infrastructures,” Smart Structures and Systems, 2010, 6(5): 641-659.

    [10] S. Li, W. Hu, Y. Yang, F. Liu, and W. Gan, “Research of FOG-based measurement technique for continuous curve modes of long span bridge,” Bridge Construction, 2014, 44(5): 69-74.

    Weibing GAN, Wenbin HU, Fang LIU, Jianguang TANG, Sheng LI, Yan YANG. Bridge Continuous Deformation Measurement Technology Based on Fiber Optic Gyro[J]. Photonic Sensors, 2016, 6(1): 71
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