期刊文献+

运用毫米波雷达和振动法对桥梁振动幅值测试的对比分析 被引量:2

Using millimeter wave radar and vibration method to test bridge vibration amplitude comparative analysis
下载PDF
导出
摘要 通过对毫米波雷达和振动法测试桥梁的振动幅值进行对比研究,对两种不同测试方法的数值进行对比分析,为桥梁振动幅值的测试提供科学的依据。与振动法相比,毫米波雷达法不仅能准确测试桥梁动挠度波动的情况,同时可以准确提取桥梁动挠度的振动幅值。因此,毫米波雷达为今后对于桥梁振动幅值的研究提供了一种更加有效的技术手段。此研究成果为采用毫米波雷达进行桥梁振动幅值测试、评定的规范化和标准化有重要的意义。 This paper makes a comparative study on the vibration amplitude of bridge measured by millimeter wave radar and vibration method. The numerical values of two different test methods are compared and analyzed. It provides a scientific basis for the measurement of bridge vibration amplitude.Compared with the vibration method,the MMW radar method can not only accurately measure the dynamic deflection fluctuation of the bridge,but also accurately extract the vibration amplitude of the bridge dynamic deflection. Therefore,millimeter wave radar provides a more effective technical means for the study of bridge vibration amplitude in the future. The research results of this paper are of great significance for the normalization and standardization of bridge vibration amplitude measurement and evaluation by millimeter wave radar.
作者 徐卫东 徐赫 XU Weidong;XU He(Jiangsu Ninghu Expressway Co.Ltd.,Nanjing 210008,China;Jiangsu Parkson Engineering Consulting Company,Nanjing 211800,China)
出处 《现代交通与冶金材料》 CAS 2022年第2期71-75,共5页 Modern Transportation and Metallurgical Materials
关键词 桥梁 毫米波雷达 振动法 测试 对比 bridges millimeter wave radar vibration method test contrast
  • 相关文献

参考文献5

二级参考文献30

  • 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
  • 2Pieraccini M,Luzi G,Mecatti D,et al.Ground-based SAR for short and long term monitoring of unstable slopes[C]//Radar Conference,2006.EuRAD 2006.3rd European.IEEE,2006:92-95.
  • 3Tarchi D,Casagli N,Fanti R,et al.Landslide monitoring by using ground-based SAR interferometry:an example of application to the Tessina landslide in Italy[J].Engineering Geology,2003,68(1):15-30.
  • 4Atzeni C,Bicci A,Dei D,et al.Remote survey of the leaning tower of Pisa by interferometric sensing[J].Geoscience and Remote Sensing Letters,IEEE,2010,7(1):185-189.
  • 5Gentile C,Bernardini G.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):521-534.
  • 6Zebker H A,Rosen P A,Hensley S.Atmospheric effects in interferometric synthetic aperture radar surface deformation and topographic maps[J].Journal of Geophysical Research,1997,102(B4):7547-7563.
  • 7Pieraccini M,Fratini M,Parrini F,et al.High-speed CW step-frequency coherent radar for dynamic monitoring of civil engineering structures[J].Electronics Letters,2004,40(14):907-908.
  • 8王修勇,谭艳.斜拉桥拉索减振阻尼器对拉索索力测量的影响研究[J].振动与冲击,2008,27(11):80-82. 被引量:16
  • 9陈学华,贺振华,黄德济,文晓涛.时频域油气储层低频阴影检测[J].地球物理学报,2009,52(1):215-221. 被引量:115
  • 10刁建鹏.微波干涉测量在高层建筑动态监测中的应用[J].振动与冲击,2010,29(11):177-179. 被引量:17

共引文献10

同被引文献10

引证文献2

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