期刊文献+

连通管式光电液位传感器在桥梁挠度监测中的应用 被引量:18

Application of connected pipe optoelectronic liquid level sensor in bridge deflection monitoring
在线阅读 下载PDF
导出
摘要 挠度是评价桥梁安全性的重要指标。根据桥梁各自的结构特点,选用连通管式光电液位传感器进行实际工程应用。介绍了该传感器的基本原理,阐述了实际的连通管式光电液位监测系统的构成,并将该系统实际应用于大佛寺长江大桥的状态监测中,监测结果表明:连通管式光电液位传感器的监测数据能够有效地反映桥梁结构状态变化,监测系统运行正常有效。 Deflection is the key parameter for the evaluation of bridge safety. According to the structural characteristics of bridge, the connected pipe optoelectronic liquid level sensor is adopted for the deflection measurement. The basic principle of the sensor is introduced, the composition of connected pipe optoelectronic liquid level sensor monitoring system is discussed, and the sensor is practically utilized in the deflection monitoring of Dafoshi Yangtze River Bridge. The results show that the data gained from optoelectronic liquid level sensor monitoring system can effectively acquire the bridge deflection,and the system works effectively.
出处 《传感器与微系统》 CSCD 北大核心 2006年第8期79-81,共3页 Transducer and Microsystem Technologies
基金 国家科技攻关引导计划资助项目(2002BA105C) 重庆市科技攻关重大专项经费资助项目(7289)
关键词 连通管 光电液位传感器 挠度监测 大佛寺长江大桥 connected pipe optoelectronic liquid level sensor deflection monitoring Dafoshi Yangtze River Bridge
  • 相关文献

参考文献1

二级参考文献17

  • 1Choquet P,Juneau F,Bessete J.New generation of Fabry-Perot fiber optic sensors for monitoring of structures[A].SPIE Smart Structures and Materials[C].Newport Beach CA:SPIE,2000.418-426.
  • 2Watkins S, Unser J, Nanni A. Instrumentation of a Smart Composite Bridge[A].Smart Structures and Materials SPIE,2001, 4330: 1-11.
  • 3David A H, Thomas C M. Characteristics of extrinsic F-P interferometric (EFPI) fiber-Optic strain gages[R].Langler Research Center, Hampton, Virginia,NASA/TP-2000.1-17.
  • 4Markus S, Bernd W. Fiber-optic extrinsic Fabry-Perot interferometer strain with <50pm displacement resolution using three-wavelength digital phase demodulation[J]. Optics Express, 2001,8(8): 475-480.
  • 5Inaudi D, Glisic B. Interferometric inclinometer for structural monitoring[J]. Surveying Engineering, 2002, 129: 51-55.
  • 6Wong Kai-yuen, Man King-leung, Chan Wai-yee. Monitoring Hong Kong's Bridges real-time kinematic spans the gap[J].GPS World, 2001,12(7):1-8.
  • 7Gorazd L G,Kovacic E.Computer based dynamic measurements of displacements on bridges[A]. ISA/IEEE Sensor for Industry[C].Rosemont Illinois USA: ISA/IEEE, 2001.142-144.
  • 8Jorg Albert, Maas Hans-Gerd. Pilot studies on photogrammetric bridge deformation measurement[R].Weimar Bauhaus University, Marienstrae 9, Berlin,Germany, 2002.1-7.
  • 9Fujino Yozo.Vibration,control and monitoring of long-span bridges-recent research, developments and practice in Japan[J]. Constructional Steel Research, 2002, (58): 71-97.
  • 10Mostafiz R C, James C.Accelerometers for bridge load testing[J]. NDT&E International,2003, (36): 237-244.

共引文献25

同被引文献124

引证文献18

二级引证文献102

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部