摘要
提出了基于广义Morse小波和经验小波变换的移动荷载作用下结构时变频率识别方法。首先介绍了经验小波变换技术和广义Morse小波特性,采用经验小波变换对结构响应信号进行分解,对分解得到的不同经验模式成分采用广义Morse小波分析,提取信号小波脊线识别结构瞬时频率。用一个数值算例验证了方法的有效性和精度。随后设计了一个移动小车通过钢板梁的模型试验,采用该方法识别其时变频率并与有限元计算结果进行对比分析,进一步验证方法的效果。
A method based on the empirical wavelet transformation(EWT)and the generalized Morse wavelet was proposed to identify structural time-varying frequency under moving load.Firstly,EWT and the generalized Morse wavelet were introduced.Then a structural response signal was decomposed with EWT,the different empirical mode components decomposed were analyzed with the generalized Morse wavelet to extract signal wavelet ridges,and identify structural instantaneous frequency.Secondly,a numerical example was taken to verify the effectiveness and accuracy of the proposed method.Finally,a model test of a moving car passing through a steel plate beam was designed.The proposed method was adopted to recognize the structural time-varying frequency,and the identified results were compared with those calculated with the finite element method to further verify the effect of the proposed method.
作者
王超
朱宏平
WANG Chao;ZHU Hongping(College of Civil Engineering and Environment,Hubei University of Technology,Wuhan 430068,China;School of Civil Engineering and Mechanics,Huazhong University of Science&Technology,Wuhan 430074,China)
出处
《振动与冲击》
EI
CSCD
北大核心
2020年第1期24-28,36,共6页
Journal of Vibration and Shock
基金
国家自然科学基金(51408250)
湖北工业大学博士科研启动基金(BSQD14043)
关键词
经验小波变换
广义Morese小波
时变结构
移动荷载
瞬时频率
empirical wavelet transformation(EWT)
generalized Morse wavelet
time-varying structure
moving load
instantaneous frequency