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基于最大坡度法提取非平稳信号小波脊线和瞬时频率 被引量:8
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作者 刘景良 任伟新 +1 位作者 王超 黄文金 《工程力学》 EI CSCD 北大核心 2018年第2期30-37,46,共9页
提出一种基于最大坡度法的非平稳信号小波脊线提取和瞬时频率识别新方法。该方法首先对非平稳响应信号进行连续复Morlet小波变换,其时间轴、小波尺度轴及小波系数模值构成一个三维坐标系(x,y,z);其次从预先设定的小波脊线初始点出发,在... 提出一种基于最大坡度法的非平稳信号小波脊线提取和瞬时频率识别新方法。该方法首先对非平稳响应信号进行连续复Morlet小波变换,其时间轴、小波尺度轴及小波系数模值构成一个三维坐标系(x,y,z);其次从预先设定的小波脊线初始点出发,在一定范围内进行搜索,并分别计算其在时间-尺度平面(x-y)的距离、z方向的距离及小波脊线的坡度值。最后,求解位于最大坡度方向上的各空间点并将其连接成线即为所求的小波脊线。采用三个非平稳信号数值算例和一个拉力时变的拉索试验验证了最大坡度法的有效性,并与基于小波系数模局部极大值的脊线提取方法、动态规划法及瞬时频率理论值进行比较。数值模拟和试验结果表明,该方法能够有效提取非平稳响应信号的瞬时频率,且识别精度优于基于小波系数模局部极大值和基于动态规划的小波脊线提取方法。 展开更多
关键词 最大坡度 瞬时频率 非平稳信号 小波变换 小波脊线提取
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一种识别Duffing非线性系统刚度的新方法 被引量:5
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作者 刘景良 郑文婷 +1 位作者 黄文金 黄志伟 《噪声与振动控制》 CSCD 2017年第3期72-77,106,共7页
振动响应的频率变化与位移、速度、振幅息息相关,基于非线性振动系统的这一主要特征提出一种新的识别Duffing非线性系统刚度的方法。该方法首先通过Lindestedt-Poincaré法建立Duffing非线性系统瞬时幅值与瞬时频率的关系式,然后分... 振动响应的频率变化与位移、速度、振幅息息相关,基于非线性振动系统的这一主要特征提出一种新的识别Duffing非线性系统刚度的方法。该方法首先通过Lindestedt-Poincaré法建立Duffing非线性系统瞬时幅值与瞬时频率的关系式,然后分别采用Hilbert变换和最大坡度法提取非线性系统响应的瞬时幅值和瞬时频率。在此基础上,应用最小二乘优化算法识别非线性系统的线性和立方体刚度。通过一个Duffing非线性系统数值算例对所提出的新方法进行验证,结果表明:即使在信号被噪声干扰的情况下,该方法仍然能够有效识别Duffing非线性系统的刚度。 展开更多
关键词 振动与波 Duffing非线性系统 最大坡度 最小二乘 瞬时频率 瞬时幅值
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Updating method of a high-speed maglev guideway model based on wavelet transform 被引量:2
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作者 Wang Xiaonong Huang Jingyu 《Journal of Southeast University(English Edition)》 EI CAS 2022年第2期171-177,共7页
The structure of a high-speed maglev guideway is taken as the research object.With the aim of identifying the inconsistency of modal parameters between the simulation model and the actual model,and based on the 600 km... The structure of a high-speed maglev guideway is taken as the research object.With the aim of identifying the inconsistency of modal parameters between the simulation model and the actual model,and based on the 600 km/h high-speed maglev vehicle and the high-speed maglev test line,the arrangement of sensors and the vibration acceleration data collection of the 12.384 m concrete guideway were conducted.The modal parameters were identified from the guideway response signal using wavelet transform,after which the wavelet ridge was extracted by using the maximum slope method.Next,the vibration modes and frequency parameters of the interaction vibration characteristics of the high-speed maglev guideway and 600 km/h maglev vehicle were analyzed.The updating objective function for the finite element model of the guideway was established,and the initial guideway finite element model was modified and updated by repeatedly iterating the parameters.In doing so,the model structure of the high-speed maglev guideway was obtained,which is consistent with the actual structure.The accuracy of the updated guideway model in the calculation of the dynamic response was verified by combining this with the vehicle-guideway coupling dynamic model of the high-speed maglev system with 18 degrees of freedom.The research results reveal that the model update method based on the wavelet transform and the maximum slope method has the characteristics of high accuracy and fast recognition speed.This can effectively obtain an accurate guideway model that ensures the correctness of the vehicle-guideway coupling dynamic analysis and calculation while meeting the parameters of the measured structure model.This method is also suitable for updating other structural models of high-speed maglev systems. 展开更多
关键词 maglev system GUIDEWAY wavelet transform maximum slope method
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