首页 | 本学科首页   官方微博 | 高级检索  
     检索      

基于Morlet小波变换的结构密集模态参数识别
引用本文:孙鹏,丁幼亮,张劲泉,李爱群,邓扬.基于Morlet小波变换的结构密集模态参数识别[J].东南大学学报(自然科学版),2012,42(2):339-345.
作者姓名:孙鹏  丁幼亮  张劲泉  李爱群  邓扬
作者单位:1. 东南大学混凝土及预应力混凝土结构教育部重点实验室,南京,210096
2. 交通运输部公路科学研究院,北京,100088
基金项目:国家自然科学基金资助项目(51178100);交通运输部“十二五”重大科技专项资助项目(2011318223190);江苏省自然科学基金资助项目(BK2011141);江苏省高校“青蓝工程”优秀青年骨干教师资助项目;东南大学重大科学研究引导基金资助项目
摘    要:为了解决结构密集模态识别精度不高的问题,提出了基于Morlet小波变换进行结构模态参数识别的一套方法流程.首先,从公式推导的角度对结构模态混叠的机理进行研究分析,明确和量化了密集模态的定义,提出了结构模态密集度指标——相邻模态的频率比,以此判定应用Morlet小波变换进行模态识别的有效性.其次,针对边端效应和噪声污染的不利影响,改进了小波变换识别结构模态参数的方法,并提出了最优小波中心频率的选取方法.理论研究结果表明,当相邻模态的频率比值一定时,随着阻尼比以及相邻模态阻尼比差值的增加,模态混叠的严重程度也增加.数值仿真算例结果表明,这种改进的模态识别方法可有效地识别结构的模态参数,且能够获得较高的参数识别精度.

关 键 词:Morlet小波  参数识别  密集模态  模态混叠  方法改进

Modal identification of closely spaced modes based on Morlet wavelet transform
Sun Peng , Ding Youliang , Zhang Jinquan , Li Aiqun , Deng Yang.Modal identification of closely spaced modes based on Morlet wavelet transform[J].Journal of Southeast University(Natural Science Edition),2012,42(2):339-345.
Authors:Sun Peng  Ding Youliang  Zhang Jinquan  Li Aiqun  Deng Yang
Institution:1 (1Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education,Southeast University,Nanjing 210096,China)(2Research Institute of Highway,Ministry of Transport,Beijing 100088,China)
Abstract:In order to improve the precision of the modal parameter identification of closely spaced modes,an identification method and procedure based on Morlet wavelet transform is proposed.Firstly,the mechanism of modal overlap is studied through formula derivation.The concept of closely spaced modes is defined and quantified with an index,the frequency ratio of two adjacent modes,to assess the validity of modal identification by Morlet wavelet transform.Secondly,in order to limit the edge effect and noise pollution,the modal identification method using continuous wavelet transform is modified,and then an interactive algorithm for the center frequency of the mother wavelet is proposed.The theoretical results show that at the fixed frequency ratio of two adjacent modes,the severity of modal overlap is greater with the increase of the damping ratios and the difference between the damping ratios of the adjacent modes.The results of the numerical simulation example show that the modified modal identification method can effectively identify modal parameters of structures and the identification precision is high.
Keywords:Morlet wavelet  modal identification  closely spaced modes  modal overlap  method improvement
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号