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微波干涉技术在赣州大桥动位移测试中的应用 被引量:2

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摘要 针对如何实现高精度、高动态、全天候大跨径桥梁动位移测试问题,介绍了一种非常规动位移测试手段——微波干涉技术进行桥梁动位移测试的原理,并以其在赣州公路大桥的应用测试数据进行分析,试验表明该手段能有效提高桥梁试验动位移测试的精度和效率,对微波干涉技术在桥梁检测中的推广应用有参考价值。
出处 《中外公路》 北大核心 2012年第2期182-185,共4页 Journal of China & Foreign Highway
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  • 1周正想,王洪烈.几种桥梁挠度测量方法的比较[J].公路,1995,40(7):46-46. 被引量:12
  • 2高剑波.在役钢筋砼桥梁的检测评估方法研究[J].公路与汽运,2005(4):127-129. 被引量:4
  • 3曾有艺,龙浩军.纵向预应力束筋张拉对连续梁桥挠度的影响[J].公路与汽运,2006(2):125-127. 被引量:4
  • 4Pieraccini M, Luzi G, Mecatti D, et al. A ground based remote sensing radar technique for dynamic testing of large structures [ J ]. Proceedings of International Geoscience and Remote Sensing Symposium 2003, Toulouse ,2003:4326 - 4328.
  • 5梁光胜,张俊英,齐跃.干涉测量技术在桥梁动态监测方面的应用[J/OL].[2009-01-16].http://bridge.gl8610.com/document/archive/200901/1081483816608582.html.
  • 6李宏男,伊廷华,伊晓东,王国新.基于RTK GPS技术的超高层结构风振观测[J].工程力学,2007,24(8):121-126. 被引量:26
  • 7Luzi G, Pieraccini M, Mecatti D, et al. Monitoring of an Alpine Glacier by Means of Ground-Based SAR Interferometry [ J] . IEEE Geoscience and Remote Sensing Letters, 2007, 4(3) .
  • 8Antonello G, Casagli N, Farina P, et al. Ground-based SAR interferometry for monitoring mass movements [J] .Landslides, 2004, 1(1) .
  • 9Bernardini G, Ricci P, Coppi F. A Ground Based Microwave Interferometer with Imaging Capabilities for Remote Measurements of Displacements [ J ] . Presented at.GALAHAD worksho Pwithin the 7th Geomatic Week, Barcelona, Spain, 2007. Available online at www. idscompany, it/ upload4.
  • 10Tarchi D, Leva D, Sieber A J. SAR Interferometric Techniques from Ground Based System for the Monitoring of Landslides [ J ] . Geoscience and Remote Sensing Symposiun, Honolulu, 2000: 2756-2758.

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  • 1刁建鹏,黄声享.地面干涉雷达在建筑变形监测中的应用[J].测绘通报,2009(9):45-47. 被引量:24
  • 2胡俊,欧进萍.某大跨悬索桥风振响应现场实测与理论对比分析[J].振动与冲击,2013,32(11):149-154. 被引量:9
  • 3项柳福,赵长军.悬索桥的发展历史与研究现状[J].浙江交通职业技术学院学报,2005,6(3):1-4. 被引量:3
  • 4高占凤,杜彦良,苏木标.桥梁振动状态远程监测系统研究[J].北京交通大学学报,2007,31(4):45-48. 被引量:8
  • 5Dei D, Mecatti D, Pieraccini M. Static Testing of A Bridge Using an Interferometric Radar: The Case Study of Ponte Degli Alpini, Belluno, Italy[J]. The Scientific World Journal, 2013.
  • 6M. Pieraccini, F. Parrini, M. Fratini, et al. Static and Dynamic Testing of Bridges through Microwave Interfer- ometry[J]. NDT and E International, 2007, 40(3).
  • 7Su D, Nagayama T, Sun Z, et al. An Interferometric Radar for Displacement Measurement and Its Application in Civil Engineering Structures[C]. Sensors and Smart Structures Technologies for Civil, Mechanical, and Aero- space Systems ,2012.
  • 8C. Gentile, G. Bernardini. Output--Only Modal Identi fication of A Reinforced Concrete Bridge from Radar- Based Measurements [J]. NDT and E International, 2008, 41(7).
  • 9C Gentile, G Bernardini, PP Ricci, et al. Operational Modal Analysis of A Cable--Stayed Bridge from Conven- tional and Radar--Based Measurements[C]. 7th Europe- an Conference on Structural Dynamics, 2008.
  • 10Carmelo Gentile, Giulia Bernardini. An Interferometric Radar for Non-- Contact Measurement of Deflections on Civil Engineering Structures: Laboratory and Full--Scale Tests [J]. Structure and Infrastructure Engineering, 2010, 6(5).

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