基于LOMS-STFRFT高精度识别时变结构非平稳响应信号的瞬时频率
High-accuracy identification for instantaneous frequency of non-stationary response signals from time-varying structures based on LOMS-STFRFT
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摘要: 为提高时变结构非平稳响应信号的瞬时频率识别精度,提出一种局部优化多重同步挤压-短时分数阶傅里叶变换(locally optimized multi-synchrosqueezing-short time fractional Fourier transform,LOMS-STFRFT)。该算法对短时分数阶傅里叶变换(short time fractional Fourier transform,STFRFT)进行局部旋转参数的优化选取,通过STFRFT得到时频分布投影在分数域上的时频系数矩阵;对时频系数矩阵进行瞬时频率估计和多次迭代;采用多重同步挤压算子对时频系数矩阵进行重排并通过局部模极大值法提取瞬时频率曲线。通过一个多分量信号数值算例和一个线性时变拉索试验验证了所提方法的精确性。研究结果表明:相比传统的多重同步挤压算法,LOMS-STFRFT针对时变结构非平稳信号的瞬时频率识别效果更佳。Abstract: To enhance the accuracy of instantaneous frequency (IF) identification for non-stationary response signals of time-varying structures, a locally optimized multi-synchrosqueezing-short time fractional Fourier transform (LOMS-STFRFT) algorithm is proposed in this paper. Firstly, the local rotation parameters of the short time fractional Fourier transform (STFRFT) are optimally selected in this method. Subsequently, the time-frequency coefficient matrix projected to the fractional domain is obtained through STFRFT. After that, IF estimation and multiple iterations are performed on the time-frequency coefficient matrix. The time-frequency coefficient matrix is reassigned by the multi-synchrosqueezing operator, and IF curves are then extracted via the local mode maxima method. The accuracy of the proposed method is validated through a numerical example of a multi-component signal and a linearly time-varying cable test. The results demonstrate that the proposed LOMS-STFRFT algorithm behaves better than traditional multi-synchrosqueezing transform on IF identification of non-stationary signals from time-varying structures.