基于改进爬坡法的分数阶傅里叶变换脊线提取及结构瞬时频率识别

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
Lian Lu , Hao-Fei Sun , Dan Li , Lu-Nan Wei , Yu Zhou
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引用次数: 0

摘要

分数阶傅里叶变换(FRFT)作为一种广义的傅里叶变换,其阶数的任变性可以将信号在时间域和频率域之间转换为分数阶傅里叶域,从而实现瞬时频率识别。探索提取机理,实现高效的快速傅立叶变换脊线提取是建立信号特征参数识别方法的关键。传统的爬山方法(TMCM)识别山脊线,在寻找最大系数时容易陷入局部最优参数的问题。要实现多脊线的识别,很难准确地搜索到真实的脊点。针对TMCM的局限性,提出了一种改进的爬山方法。首先,设定脊点运动效率随温度降低而降低的爬升降温规则,在时间旋转角平面上搜索分数阶傅里叶系数最大值对应的点。然后,随着温度的降低,最优爬坡点逐渐收敛,形成时间最优旋转角度曲线,由此得到脊线。最后,通过提取FRFT脊线,建立相应的结构瞬时频率识别算法。通过多分量非平稳信号的数值算例、混钢组合梁移动车辆-梁系统的实验室试验和实际桥梁试验验证了该算法的有效性。实验结果表明,该方法能有效提取频域脊线,实现结构的瞬时频率识别。此外,该方法还具有一定的抗噪声性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Fractional Fourier transform ridge line extraction and structural instantaneous frequency identification based on improved hill climbing method
As a generalized Fourier transform, the order arbitrariness of the fractional Fourier transform (FRFT) can transform a signal into the fractional Fourier domain between the time and frequency domain, which can realize instantaneous frequency identification. Exploring the extraction mechanism and realizing the efficient FRFT ridge line extraction can be the key to establishing the signal characteristic parameter identification method. With insight into the traditional mountain climbing method (TMCM) to identify ridge lines, it is easy to fall into the problem of local optimal parameters in searching for the maximum coefficient. That is difficult to accurately search the real ridge points to realize the multiple ridge line identification. Aiming at the limitation of TMCM, this paper proposes an improved mountain climbing method. Firstly, setting certain climbing and temperature reduction rules where the motion efficiency of the ridge points decreases with temperature decreasing, search the points corresponding to the maximum values of fractional Fourier coefficients on the time-rotation angle plane. Then as the temperature decreases, the optimal climbing points gradually converge together to form the curve of the time-optimal rotation angle, from which the ridge line can be obtained. Finally, the structural instantaneous frequency identification algorithm is established accordingly by extracting FRFT ridge line. The effectiveness of the algorithm is verified by numerical examples of multi-component non-stationary signals, experiments of moving vehicle-beam system with steel-mixed composite beam tested in the laboratory and real bridge tests. It is demonstrated that the method proposed can effectively extract the FRFT ridge line and realize the instantaneous frequency identification of structures. Moreover, the method has a certain anti-noise performance.
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来源期刊
Structures
Structures Engineering-Architecture
CiteScore
5.70
自引率
17.10%
发文量
1187
期刊介绍: Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.
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