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Enhanced vibration decomposition method based on multisynchrosqueezing transform and analytical mode decomposition

机译:基于多仅仅基于多洋交换变换和分析模式分解的增强振动分解方法

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This paper proposes an enhanced vibration decomposition approach based on analytical mode decomposition (AMD) and multisynchrosqueezing transform (MSST). Although AMD-based low-pass filter has been applied for signal decomposition with time-varying cutoff frequencies, these cutoff frequencies are usually manually selected from the wavelet scalogram of the target signal. This process therefore significantly reduces the computational efficiency and could affect the accuracy of using AMD-based low-pass filter for non-stationary signal analysis. To overcome this problem, in this study, MSST with a time-varying cutoff frequency detection algorithm is used to automatically define the time-varying bisecting frequencies for the AMD analysis. Once the time-varying cutoff frequencies are identified, AMD can be used to adaptively decompose the non-stationary signal into individual components. To investigate the effectiveness of the proposed approach, termed as MSST-AMD, for vibration signal decomposition and its application, numerical studies on a non-stationary signal with overlapped frequency components are conducted. To further apply the proposed approach for structural vibration response analysis, a three-story shear-type structure with varying stiffness subjected to earthquake excitations is simulated in this study for instantaneous modal parameter identification. In experimental verifications, the proposed MSST-AMD approach combined with a damage index is further extended to evaluate the damage severity of a structure under earthquake excitations. The results in both numerical simulations and experimental validations demonstrate that the proposed approach is reliable and accurate for non-stationary signal analysis and vibration decomposition, which can be further used for instantaneous modal parameter identification and structural damage detection.
机译:本文提出了一种基于分析模式分解(AMD)和多居气相同变换(MSST)的增强振动分解方法。尽管基于AMD的低通滤波器已被应用于具有时变截止频率的信号分解,但是这些截止频率通常从目标信号的小波标记手动手动选择。因此,该过程显着降低了计算效率,并且可以影响使用基于AMD的低通滤波器进行非静止信号分析的准确性。为了克服这个问题,在该研究中,MSST用时变截止频率检测算法用于自动定义AMD分析的时变量的分时频率。一旦识别出时变的截止频率,AMD就可以用于自适应地将非稳定性信号分解成各个组件。为了研究所提出的方法的有效性,称为MSST-AMD,对于振动信号分解及其应用,进行了对具有重叠频率分量的非静止信号的数值研究。为了进一步应用所提出的结构振动响应分析方法,在本研究中模拟了一种具有不同刚度的三层剪切型结构,用于瞬时模态参数识别。在实验验证中,提出的MSST-AMD方法与损伤指数相结合,进一步扩展,以评估地震激励下结构的伤害严重程度。数值模拟和实验验证的结果表明,该方法可靠,准确地用于非静止信号分析和振动分解,可进一步用于瞬时模态参数识别和结构损伤检测。

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