期刊文献+

基于现代谱估计的桥梁索塔GPS监测数据振动分析 被引量:2

Vibration Analysis of GPS Monitoring Data of Bridge Tower Based on Modern Spectral Estimation
原文传递
导出
摘要 因GPS技术具有全天候实时性等优点,使得GPS技术在桥梁结构的变形监测中得到了广泛的应用。为满足桥梁健康监测的需要,及时有效地从GPS信号中获得桥梁索塔振动特性至关重要,该文针对GPS监测序列的特点和传统傅里叶变换方法的不足,提出通过基于AR模型的现代功率谱估计方法对索塔监测数据进行处理,得到桥梁振动特性,与理论数据基本吻合。 Because the GPS technology has the advantages of all-weather and real-time and so on,so it has been widely used in the deformation monitoring of bridges structure. To satisfy the health monitoring for bridge,obtaining the vibration characteristic of bridge tower from GPS signals timely and effectively is crucial. In this paper,according to the characteristics of GPS monitoring sequence and the deficiency of tradition Fourier transformation method,the modern power spectral estimation method based on AR model is provide to process the monitoring data of cable tower. The vibration characteristics of bridge are obtained,and they agree with the theoretical data basically.
作者 王海 岳东杰
出处 《勘察科学技术》 2015年第3期12-15,共4页 Site Investigation Science and Technology
关键词 索塔 GPS变形监测 现代谱估计 振动分析 cable tower GPS deformation monitoring modern spectral estimation vibration analysis
  • 相关文献

参考文献8

二级参考文献43

  • 1李宏男,伊廷华,王国新.GPS在结构健康监测中的研究与应用进展[J].自然灾害学报,2004,13(6):122-130. 被引量:25
  • 2林宗云,刘宗泉,余文斌.用GPS技术建立桥梁变形监测平面基准[J].地理空间信息,2005,3(1):47-48. 被引量:10
  • 3任伟新,林友勤,彭雪林.大跨度斜拉桥环境振动试验与分析[J].实验力学,2006,21(4):418-426. 被引量:19
  • 4姜晨光,姜忠平,彭建国,贺勇,杨吉民.利用动态基站技术监测跨海大桥结构形变的研究[J].武汉理工大学学报(交通科学与工程版),2007,31(2):262-265. 被引量:3
  • 5M. Celebi, A. Sanli. GPS Successfully Monitoring Dynamic Response of a Tall Building in San Francisco Implications. Earthquake Hazards Team, USGS (MS977), 345 Middlefield Bd., Menlo Prak, Ca, 94025.
  • 6Ashkenazi V,Roberts G W. Experimental monitoring of the humber bridge using GPS[J]. Proc. Inst Cir. Engrs Cir. Engng, 1997,120 : 177-182.
  • 7Meng X. Real-time deformation monitoring of bridges using GPS/accelerometers[D]. Nottingham of U. K : The University of Nottingham, 2002.
  • 8Friswell M I, Penny J E. The practical limits of damage detection and location using vibration data [ C]. In proceedings of 11^th VPI&SU Symposium on Structural Dynamics and Control. Blacksburg: VPI&SU (Virginia Polytechnic Institute & State University), 1997 : 31 -40.
  • 9Lovse J, Teskey W F, Lachapelle G, et al. Dynamic deformation monitoring of tall structure using GPS technology [J]. Journal of surveying engineering. 1995, 121(1) : 35 -40.
  • 10Breuer P, Chmielewski T, Gorski P, et al. Application of GPS technology to measurements of displacements of high - rise structures due to weak winds[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90:223 -230.

共引文献90

同被引文献23

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