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首页> 外文期刊>Mathematical Problems in Engineering: Theory, Methods and Applications >Numerical and Experimental Investigation on Parameter Identification of Time-Varying Dynamical System Using Hilbert Transform and Empirical Mode Decomposition
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Numerical and Experimental Investigation on Parameter Identification of Time-Varying Dynamical System Using Hilbert Transform and Empirical Mode Decomposition

机译:基于希尔伯特变换和经验模态分解的时变动力系统参数辨识的数值和实验研究

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This paper proposes an approach to identifying time-varying structural modal parameters using the Hilbert transform and empirical mode decomposition. Definition of instantaneous frequency and instantaneous damping ratio based on Hilbert transform for single-degree-of-freedom (SDOF) system is first introduced. The following is the definition of Hilbert damping spectrum from which the time-varying damping ratio of multi-degree-of-freedom (MDOF) system can be calculated. Identification procedures for both instantaneous frequency and damping ratios based on their definition are then introduced. Applicability of the proposed identification algorithm has been validated through several numerical examples. The instantaneous frequency and damping ratios of SDOF system under free vibration and under sinusoidal and white noise excitation have been identified. The proposed method is also applied to MDOF system with slow and sudden changing structural parameters. The results demonstrate that when the system modal parameters are slowly changing, the instantaneous frequency could be easily and well identified with satisfied accuracy for all cases. However, the instantaneous damping ratio could be extracted only when the system is lightly damped. The damping results are better for free vibration situation than for the forced vibration cases. It is also shown that the suggested method can easily track the abrupt change of system modal parameter under free vibration. The proposed method is then applied to a 12-story short-lag shear wall structure model tested on a shaking table. The instantaneous dynamic properties of the structure were identified and were then introduced as known parameters into a finite element model. Comparisons with the numerical results using constant structural parameters demonstrate that the calculated structural responses using the identified time-varying parameters are much closer to the experimental results.
机译:本文提出了一种利用希尔伯特变换和经验模态分解来识别时变结构模态参数的方法。首先介绍了基于希尔伯特变换的单自由度(SDOF)系统瞬时频率和瞬时阻尼比的定义。以下是希尔伯特阻尼谱的定义,从中可以计算出多自由度(MDOF)系统的时变阻尼比。然后介绍基于瞬时频率和阻尼比的定义的识别程序。通过几个数值例子验证了所提出的识别算法的适用性。已经确定了SDOF系统在自由振动,正弦和白噪声激励下的瞬时频率和阻尼比。所提出的方法也适用于结构参数变化缓慢和突然变化的MDOF系统。结果表明,当系统模态参数缓慢变化时,在所有情况下都可以轻松,良好地识别瞬时频率,并具有满意的精度。但是,仅当系统被轻微阻尼时,才能提取瞬时阻尼比。对于自由振动情况,阻尼结果要好于强制振动情况。结果表明,所提出的方法可以很容易地跟踪自由振动下系统模态参数的突变。然后将提出的方法应用于在振动台上测试的12层短时剪力墙结构模型。确定结构的瞬时动态特性,然后将其作为已知参数引入到有限元模型中。与使用恒定结构参数的数值结果进行比较表明,使用确定的时变参数计算的结构响应与实验结果更加接近。

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