期刊文献+

模态识别的Bayesian TDD-FFT法及其应用 被引量:4

Bayesian TDD-FFT method for modal identification and its application
下载PDF
导出
摘要 针对Bayesian FFT(Fast Fourier Transform)在多自由度下的病态Hessian矩阵求逆和模态参数不确定性评估问题,提出了Bayesian TDD-FFT模态方法。提出Bayesian TDD(Time Domain Decomposition)方法,将多测点多自由度信号转变为单测点单自由度信号;结合Bayesian FFT和蒙特卡罗方法获取模态参数的最佳估计和后验概率分布,进行不确定性分析,并通过数值模拟验证了Bayesian TDD-FFT法的有效性;基于上海中心大厦实测数据,通过对比分析指出Bayesian TDD-FFT法能够获得Fast Bayesian FFT法的结果精度,同时发现频率和阻尼没有相关性,而激励谱密度和预测误差谱密度存在明显的相关性。 Here, aiming at problems of ill Hessian matrix inversion under multi-DOF conditions using Bayesian FFT method and uncertainty evaluation of modal parameters, Bayesian TDD-FFT(time domain decomposition-fast Fourier transform) modal identification method was proposed. Firstly, Bayesian TDD method was used to convert a multi-DOF signal into SDOF(single degree of freedom) signals. Then, Bayesian FFT method combined with Monte-Carlo one was used to acquire the optimal estimation and posterior probability distribution of modal parameters, and do uncertainty analysis. The effectiveness of Bayesian TDD-FFT method was verified with numerical simulation. Finally, the contrastive analysis was performed for the actual measured data at Shanghai center tower. The results showed that the proposed Bayesian TDD-FTT method can be used to acquire the same result accuracy as that of the fast Bayesian FFT one;there is no correlation between frequency and damping, while there is an obvious correlation between excitation spectral density and prediction error one.
作者 吴杰 徐洪俊 张其林 WU Jie;XU Hongjun;ZHANG Qilin(College of Civil Engineering,Tongji University,Shanghai 200092,China)
出处 《振动与冲击》 EI CSCD 北大核心 2019年第15期142-148,171,共8页 Journal of Vibration and Shock
基金 上海市自然科学基金(16ZR1438900) 上海市科技创新行动计划项目(16DZ1200103)
关键词 模态识别 BAYESIAN TDD-FFT FAST BAYESIAN FFT 蒙特卡罗方法 上海中心 modal identification Bayesian TDD-FFT fast Bayesian FFT Monte-Carlo method Shanghai center tower
  • 相关文献

参考文献1

二级参考文献6

  • 1Siu-Kui Au,Feng-Liang Zhang.Ambient modal identification of a primary–secondary structure by Fast Bayesian FFT method[J].Mechanical Systems and Signal Processing.2011
  • 2Ka-Veng Yuen,Lambros S. Katafygiotis.Bayesian Fast Fourier Transform Approach for Modal Updating Using Ambient Data[J].Advances in Structural Engineering.2009(2)
  • 3Brownjohn J.M.W.Structural health monitoring of civil infrastructure[J].Philosophical Transactions of The Royal Society A.2006(1851)
  • 4Ka-Veng Yuen,Lambros S Katafygiotis,James L Beck.Spectral density estimation of stochastic vector processes[J].Probabilistic Engineering Mechanics.2002(3)
  • 5韩建平,李达文,王飞行.基于Hilbert-Huang变换和随机子空间识别的模态参数识别[J].地震工程与工程振动,2010,30(1):53-59. 被引量:11
  • 6韩建平,李达文.基于Hilbert-Huang变换和自然激励技术的模态参数识别[J].工程力学,2010,27(8):54-59. 被引量:28

共引文献18

同被引文献24

引证文献4

二级引证文献10

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