期刊文献+

结构变形监测的单频GPS动态三差法

Single Frequency GPS Dynamic three Difference Method for Structural Deformation Monitoring
下载PDF
导出
摘要 主要对监测GPS中的似单差和单历元方法不足进行分析,并且针对性的提出了大变形、快速监测的单频GPS动态三差法,单频GPS动态三差法能够通过连续跟踪历元实现建模,动态变形提取,且无整周模糊度,单频载波定位和伪距单点定位能够分别满足基线向量和基准点的精度要求,单频GPS动态三差法适用于大于半个波长的量测。 of GPS monitoring in similar single difference and method of single epoch problems were analyzed, and for the proposed three large deformation, rapid monitoring of single frequency GPS dynamic difference, single frequency GPS dynamic difference method can through continuous tracking epoch to realize modeling, dynamic deformation extraction, and there is no ambiguity, single frequency carrier phase positioning and pseudo from single point positioning can meet the precision requirement of baseline vector and reference point, single frequency GPS dynamic difference method for greater than half a wavelength measurement.
作者 江明明
机构地区 天津市勘察院
出处 《北京测绘》 2015年第6期65-67,共3页 Beijing Surveying and Mapping
关键词 结构变形 监测 单频GPS动态三差法 structural deformation monitoring single frequency GPS dynamic three difference method
  • 相关文献

参考文献8

二级参考文献17

  • 1高成发,陈安京,陈默,王小辉.GPS精密单点定位精度测试与分析[J].中国惯性技术学报,2006,14(6):23-26. 被引量:25
  • 2胡利平,韩大建,禹智涛.基于环境激励的大跨度桥梁模态试验[J].广东工业大学学报,2005,22(1):100-104. 被引量:14
  • 3Gontier C, Smail M, Gautier P E. A time domain method for the for the identification of dynamic parameters of structures. Mechanical systems and Signal Processing, 1993;7(1) :45 - 56.
  • 4Kurka P R G, Cowley A. Modal parameter identification in the time domain from a random excitation force. Mechanical Systems and Signal Processing,1990;4(5) :393 - 404.
  • 5Kadakal K, Yuzugullu O. A comparative study on the identification methods for the autoregressive modeling from the ambient vibration records.Soil Dynamics and Earthquake Engineerin. 1996; 15:45 - 49.
  • 6Meng X. Real-time deformation monitoring of bridges using GPS/ accelerometers[D]. Nottingham: The University of Nottingham. Institute of Engineering Surveying and Space Geodesy, 2002.
  • 7Dodson A H, Meng X, Roberts G W. Adaptive method for multipath mitigation and its applications for structural deflection monitoring[C]//International Symposium on Kinematic Systems in Geodesy, Geornatics and Navigation. Alberta: The University of calgary, 2001,101 - 110.
  • 8Meng X, Roberts G W, Dodson A H, et al. Impact of GPS satellite and pseudolite geometry on structural deformation monitoring: analytical and empirical studies [ J ]. Journal of Geodesy, 2004, 77 (12):809.
  • 9Meng X,Roberts G W, Cosser E. Real-time bridge detlection and vibration monitoring using an integrated GPS/acederometer/pseudolite system [C]//11th FIG Symposium on Deformation Measurements. Santorini: International Federation of Surveyors,2003, 25 - 28.
  • 10Chan W S,Xu Y L,Ding X L, et al. An integrated GPS- accelerometer data processing technique for structure deformation monitoring [J]. Journal of Geodesy, 2006,80 : 705.

共引文献44

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