期刊文献+

多点激励模态参数识别方法研究进展 被引量:23

Progress on modal parameter identification with multiple-excitation
下载PDF
导出
摘要 在回顾多点激励模态参数识别方法理论和应用的最新进展基础上,重点针对基于响应数据的多点激励参数识别法在模态参数识别中的应用进行了分析和总结。按对激励信号模型假设不同:基于白噪声的平稳随机激励假设和非平稳随机激励假设下多点激励模态参数识别技术分别进行深入的讨论。最后,对多点激励参数识别方法的发展前景进行了探讨和展望。 Multi-excitation modal analysis was used in large structures, such as, bridge, construction, aerospace industry. A survey of theory and application in modal parameter identification with multiple-excitation was presented based on response data. Then, a deep discussion on techniques of modal parameter identification with multi-excitation under different assumptions of excitation signal model: stationary random excitation and non-stationary random excitation was given. At last, the development prospect of measurement methods for parameter identification with muhiple-excitation was summarized.
出处 《振动与冲击》 EI CSCD 北大核心 2011年第1期197-203,共7页 Journal of Vibration and Shock
基金 重庆科技学院创新团队基金
关键词 多点激励 模态参数 参数估计 工作模态 随机激励 multi-excitation modal parameter parameter estimation operational modal analysis random excitation
  • 相关文献

参考文献61

  • 1He X, Moaveni B, Conte J P, et al. Comparative study of system identification techniques applied to New Carquinez Bridge[ C]. Proceedings of the 3rd International Conference on Bridge Maintenance, Porto, Portugal. 2006:259- 260.
  • 2Chen J C, Trubert M. Galileo Modal Test and Pre-Test Analysis [C]. Proceedings of the 2nd International Modal Analysis Conference, Orlando, Fla, Feb. 1984:796 - 802.
  • 3Brumfield M L, Pappa R S, Miller J B, et al. Orbital Dynamics of the OAST-1 Solar Array Using Video Measurements [ J ]. AIAA , 1985 : 85 - 0758.
  • 4He X, Moaveni B, Conte J P, et al. Comparative study of system identification techniques applied to New Carquinez Bridge [ C]. Proceedings of the 3rd International Conference on Bridge Maintenance, Porto, Portugal. 2006 : 259 - 260.
  • 5杨和振,李华军,黄维平.海洋平台结构环境激励的实验模态分析[J].振动与冲击,2005,24(2):129-133. 被引量:28
  • 6沃德海伦,斯蒂芬·拉门兹,波尔·萨斯,等.模态分析理论与试验[M].白化同,郭继忠,译.北京:北京理工大学出版社,2001.
  • 7Richardson M I, Formenti D L. Parameter Estimation from Frequency Response Measurements using Rational Fraction Polynomials [C]. Proc of the 1st International Modal Analysis Conference, Orlando, FL, USA. 1982 : 161 - 187.
  • 8Richardson M I, Formenti D L. Global Curve Fitting of Frequency Response Measurements using Rational Fraction Polynomial Method [ C ]. Proc of the 1st International Modal Analysis Conference, Orlando, FL, USA, 1985:390 - 397.
  • 9Richardson M I. Global Frequency & Damping Estimates from Frequency Response Measurements [C]. Proc of the 1st International Modal Analysis Conference, Orlando, FL, USA, 1986.
  • 10Friswell M I, Penny J E T. The Choice of Orthogonal Polynomials in the Rational Fraction Rolynomial Method [J]. Modal Analysis, 1993, 8 (3).

二级参考文献106

  • 1崔广涛,彭新民,苑希民,陶毅,安刚.高拱坝泄洪振动水弹性模型[J].水利学报,1996,28(4):1-9. 被引量:9
  • 2周海亭,韩祖舜.舰用燃气轮机框架模型的模态参数识别[J].振动与冲击,1996,15(3):7-11. 被引量:1
  • 3李中付 宋汉文 等.基于环境激励的模态参数识别方法综述[J].振动工程学报,2000,13:578-585.
  • 4膨伟 袁景侠.模态参数的整体正交多项式识别法[J].动态分析与测试技术,1988,3:1-9.
  • 5傅志芳.振动模态分析与参数识别[M].北京:机械工业出版社,1989..
  • 6J H威尔金逊 石钟慈(译).代数特征值问题[M].北京:科学出版社,1987..
  • 7彭伟.[D].大连:大连工学院,1987.
  • 8彭伟 袁景侠.模态参数的整体正交多项式识别法[J].动态分析测试技术,1988,(3):1-9.
  • 9高宝成,时良平,史铁林,杨叔子.基于小波分析的简支梁裂缝识别方法研究[J].振动工程学报,1997,10(1):81-85. 被引量:14
  • 10[3]NI Y Q,ZHOU X T,KO J M,WANG B S. Vibration based damage localization in Ting Kau Bridge using probabilistic neural network[A]. Advances in Structural Dynamics [C]. Oxford: Elsevier Science Ltd.,2000. 1 069-1 076.

共引文献292

同被引文献257

引证文献23

二级引证文献73

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