期刊文献+

非接触式张力线桥梁挠度测量系统 被引量:8

Non-contact bridge deflection measurement system using weighted-stretched-wire
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摘要 短期和长期挠度的测量是了解和评估土木工程结构行为的必要途径。为精确测量桥梁挠度,提出了一种非接触式张力线桥梁挠度测量系统(NWSWS),该系统具有高精度、低成本、适合于不间断在线监测等优点。阐述了NWSWS的组成与测量原理,分析了系统的测量精度和测量速度,根据系统的结构特点研究了系统可能产生误差的一些原因,对误差的大小进行了估算,提出了降低误差的应对方案。实验结果对该系统的性能进行了验证。目前该系统已运用于一座桥梁的在线挠度监测。 Short- and long-term deflection measurement is often a necessary step towards understanding and evaluating the behavior of civil engineering structures. A Non-contact weighted-stretched-wire system (NWSWS) for bridge deflection measurement is developed in this paper. The proposed system is promising due to its attractive features such as high precision, low implementation cost and suitability for continuous monitoring. The configuration of NWSWS and its measurement principle are presented. The system measurement precision and speed are analyzed. Some system error sources are addressed according to the structure characteristics of the system and the error value is evaluated. Experimental results verify the performance of this new system. This system has been applied to the monitoring of a real-world bridge.
出处 《仪器仪表学报》 EI CAS CSCD 北大核心 2008年第5期1058-1062,共5页 Chinese Journal of Scientific Instrument
基金 重庆市科技攻关项目(CSTC,2008AC6099) 重庆市自然科学基金(CSTC,2006BB2409,CSTC,2007BB2438) 重庆市教委科技基金(KJ070420) 重庆交通大学青年骨干教师资助计划资助项目
关键词 桥梁 挠度 测量 张力线 非接触 bridge deflection measurement stretched-wire non-contact
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参考文献9

  • 1杨建春,陈伟民.桥梁结构状态参数监测技术研究现状[J].传感器技术,2004,3(3):1-5. 被引量:26
  • 2张洁,朱永,谭靖,陈伟民.一种新型连通管式光电液位传感器[J].仪器仪表学报,2004,25(z3):203-205. 被引量:7
  • 3HANI H N, GINDYB M, DAVIS J. Comparison of laser doppler vibrometer with contact sensors for monitoring bridge deflection and vibration [ J ]. NDT and E International, 2005,38(3) :213-218.
  • 4KUANG K S C, AKMALUDDIN CANTWELL W J. Crack detection and vertical deflection monitoring in concrete beams using plastic optical fiber sensors [ J ]. Measurement Science and Technology, 2003, 14: 205-216.
  • 5KIM S H, LEE J J, KWON I B. Monitoring of beam deflection subjected to bending load using brillion distributed optical fiber sensors [ J]. Proceedings of SPIE. The International Society for Optical Engineering, 2001,43 (28) :63-69.
  • 6张奔牛,蓝章礼,周志祥.位移/挠度检测和监测装置及方法:中国,200510057473.6[P].2005-12-18.
  • 7STANTON J F , EBERHARD M O , BARR P J. A weighted-stretched-wire system for monitoring deflection [ J ]. Engineering Structures, 2003,25 : 347-357.
  • 8蓝章礼,张奔牛,杨小帆.张力线视频挠度测量装置及方法:中国,200610095083.2[P].2006,08,31.
  • 9THOMAS S M , CHAN Y T. A simple approach for the estimation of circular arc centre and its radius [ J ], Computer Vision, Graphics, and Image Processing, 1989,45 (3) :362-370.

二级参考文献18

  • 1[1]Samuel Vurpillot, Daniele Inaudi, Antonio Scano.Mathematical model for the determination of the vertical displacement from internal horizontal measurements of a bridge . Smart Structure and Materials .SPIE,1996,2719:46~53.
  • 2Choquet 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.
  • 3Watkins S, Unser J, Nanni A. Instrumentation of a Smart Composite Bridge[A].Smart Structures and Materials SPIE,2001, 4330: 1-11.
  • 4David 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.
  • 5Markus 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.
  • 6Inaudi D, Glisic B. Interferometric inclinometer for structural monitoring[J]. Surveying Engineering, 2002, 129: 51-55.
  • 7Wong 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.
  • 8Gorazd 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.
  • 9Jorg Albert, Maas Hans-Gerd. Pilot studies on photogrammetric bridge deformation measurement[R].Weimar Bauhaus University, Marienstrae 9, Berlin,Germany, 2002.1-7.
  • 10Fujino Yozo.Vibration,control and monitoring of long-span bridges-recent research, developments and practice in Japan[J]. Constructional Steel Research, 2002, (58): 71-97.

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