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A signal decomposition theorem with Hilbert transform and its application to narrowband time series with closely spaced frequency components

机译:希尔伯特变换的信号分解定理及其在频率成分紧密的窄带时间序列中的应用。

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Empirical mode decomposition and Hilbert spectral analysis have been extensively studied in recent years for the system identification of structures. It often encounters three challenges: (1) unable to decompose a signal with closely spaced frequency components such as wave groups in ocean engineering and beating responses in structural and mechanical systems, (2) difficult to distinguish the frequency components in a narrowband signal that is commonly seen in the free vibration of structures, and (3) unable to separate small intermittent fluctuations from a large wave. In this paper, a new analytical mode decomposition theorem based on the Hilbert Transform of a harmonics multiplicative time series is developed to address the challenges. The theorem can be applied with two procedures based on the decomposition of the original signal only or the previously decomposed (modified) signals in sequence. Numerical examples for four representative engineering applications indicate that the new theorem is superior to existing methods in decomposing a time series into many signals whose Fourier spectra are non-vanishing over mutually exclusive frequency ranges separated by bisecting frequencies. It is simple in concept, efficient in computation, consistent in performance, and reliable in signal processing. The accuracy of the new theorem is insensitive to noise. The discernable frequency spacing between the dominant frequencies of decomposed signals is theoretically near zero but practically equal to twice the frequency resolution of a finite length time series. Each bisecting frequency can be selected as an average of its two nearby frequencies of interest and is insensitive to other choices between 80% and 120% of the average value. The modified signal decomposition procedure can be less accurate than the original signal decomposition procedure due to potentially accumulated numerical errors in Hilbert transforms.
机译:近年来,经验模态分解和希尔伯特光谱分析已广泛用于结构系统的识别。它经常遇到三个挑战:(1)无法分解具有紧密间隔的频率成分的信号,例如海洋工程中的波群以及结构和机械系统中的跳动响应;(2)难以区分窄带信号中的频率成分,即通常在结构的自由振动中看到,并且(3)无法将小间歇波动与大波浪分开。本文针对谐波乘性时间序列,基于希尔伯特变换,提出了一种新的解析模式分解定理。该定理可以通过两个过程来应用,这两个过程仅基于原始信号的分解,或者基于先前分解的信号(按顺序分解)。四个具有代表性的工程应用的数值示例表明,新定理在将时间序列分解为傅立叶频谱在被二等分频率分开的互斥频率范围内不消失的许多信号方面优于现有方法。它的概念简单,计算效率高,性能稳定且信号处理可靠。新定理的准确性对噪声不敏感。分解信号的主频之间可辨别的频率间隔在理论上接近零,但实际上等于有限长度时间序列的频率分辨率的两倍。每个平分频率可以选择为附近两个感兴趣频率的平均值,并且对平均值的80%至120%之间的其他选择不敏感。由于希尔伯特变换中潜在的累积数字误差,修改后的信号分解过程可能比原始信号分解过程更不准确。

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