期刊文献+

拉索模型模态参数识别的实验研究 被引量:6

EXPERIMENTAL STUDY ON IDENTIFICATION OF MODAL PARAMETERS OF CABLE
下载PDF
导出
摘要 基于高速摄影成像技术,利用改进的数字时间序列图像相关方法,测定了自由振动状态下拉索模型的模态参数。该方法具有实验装置简单、全场非接触、无附加质量、无附加阻尼、测量频率和位移范围可调等优点。采用高速CMOS摄像机及其计算机处理系统,实时获取拉索的振动图像,基于VC编制时间序列图像相关软件自动对序列图像进行相关运算,获得其位移-时程曲线;利用小波分析的方法确定拉索的固有频率和阻尼比,实验结果与理论分析结果吻合得较好。测试及分析结果表明:该方法为拉索模型的模态参数识别提供了新的途径。 High-speed cine photography technique and improved digital temporal serial image correlation method (IDTSICM) are employed to measure the modal parameters of the cable model under free vibration conditions. This technique has the advantages of being simple, whole-field, and non-contact. It also does not add additional weight and damping and can be adjusted to different ranges of frequencies and displacements. Images of the cable model are captured in real-time by high-speed CMOS camera. IDTSICM (programmed in VC++ environment) is subsequently used to obtain displacement signal automatically. In this process, wavelet analysis is preferred to identify the modal parameters including frequency and damping ratio. Experimental results agree well with the theoretical values. Test and analytic results show clear evidence of the feasibility and advantages of IDTSICM and wavelet analysis in identifying the modal parameters of the cable modal, which confirms the new proposed method for investigation on vibration behavior of cable model at the engineering spot.
出处 《工程力学》 EI CSCD 北大核心 2008年第6期88-93,共6页 Engineering Mechanics
基金 国家自然科学基金(10472026) 国家重点基础研究专项经费(2006CB300404)
关键词 光学测试 高速摄影成像 改进的数字时间序列图像相关方法 小波分析 拉索模型 模态参数 optical method high-speed cine photography improved digital temporal serial image correlation method (IDTSICM) wavelet analysis cable model modal parameters
  • 相关文献

参考文献9

  • 1黄麟,郭志明,王国砚,顾明.斜拉桥拉索风雨激振的理论分析[J].同济大学学报(自然科学版),2002,30(5):569-572. 被引量:11
  • 2Schreier H W, Sutton M A. Systematic errors in digital image correlation due to undermatch subset shape functions [J]. Experimental Mechanics, 2002, 42(3): 303-310.
  • 3于开平,邹经湘,杨炳渊.模态参数识别的小波变换方法[J].宇航学报,1999,20(4):72-76. 被引量:20
  • 4Ruzzene M, Fasana A, Garibaldi L. Natural frequencies and damping identification using wavelet transform: application to real data [J]. Mechanical Systems and Signal Processing, 1982, 21(3): 427-431.
  • 5Le Thien-Phu, Pierre Argoul. Continuous wavelet transform for modal identification using free decay response [J]. Journal of Sound and Vibration, 2004, 277(1-2): 73- 100.
  • 6Lardies Joseph, Ta Minh-Nghi. A wavelet-based approach for the identification of damping in non-linear oscillators [J]. Journal of Mechanical Sciences, 2005, 47: 1262- 1281.
  • 7任伟新,胡卫华,林友勤.斜拉索模态试验参数研究[J].实验力学,2005,20(1):102-108. 被引量:19
  • 8Ren Weixin, Peng Xuelin, Lin Youqin. Experimental and analytical studies on dynamic characteristics of a large span cable-stayed bridge [J]. Engineering Structures, 2005, 27: 535-548.
  • 9左晓宝,李爱群,赵翔.斜拉索在平面内的非线性自由振动分析[J].工程力学,2005,22(4):101-105. 被引量:9

二级参考文献28

  • 1严国敏.现代斜拉桥[M].西安:西南交通大学出版社,1995..
  • 2彭天波.斜拉桥拉索风雨激振的机理研究[M].上海:同济大学桥梁工程系,2000..
  • 3顾明 吕强.斜拉桥风雨激振试验研究报告[M].上海:同济大学桥梁工程系,2000..
  • 4黄麟.斜拉桥拉索风雨激振的理论与试验研究[M].上海:同济大学桥梁工程系,2000..
  • 5A Simpson.On the oscillatory motions of translating elastic cables [J].Journal of Sound and Vibration,1972,20:117~189.
  • 6H Max Irvine.Cable structures [M].London:The Mit Press,1981.
  • 7P Hagedorn,B Schafer.On non-linear free vibration of an elastic cable [J].Int.J.Non-Linear Mechanics,1980,15:333~340.
  • 8K Takahashi,Y Konishi.Non-linear vibrations of cables in three dimensions,part I:non-linear free vibrations [J].Journal of Sound and Vibration,1987,118(1):69~84.
  • 9K Takahashi,Y Konishi.Non-linear vibrations of cables in three dimensions,part II:out-of-plane vibrations under in-plane sinusoidally time-varying load [J].Journal of Sound and Vibration,1987,118(1):85~97.
  • 10P Warnitchai,Y Fujino,T Susumpow.A non-linear dynamic model for cables and its application to a cable-structure system [J].Journal of Sound and Vibration,1995,187(4):695~712.

共引文献52

同被引文献46

引证文献6

二级引证文献19

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