首页 | 本学科首页   官方微博 | 高级检索  
     

基于连续小波变换的时变结构瞬时模态参数识别
引用本文:赵丽洁,刘瑾,杜永峰,李万润. 基于连续小波变换的时变结构瞬时模态参数识别[J]. 地震工程学报, 2019, 41(3): 601-606
作者姓名:赵丽洁  刘瑾  杜永峰  李万润
作者单位:河北工程大学 土木工程学院, 河北 邯郸 056038,河北工程大学 土木工程学院, 河北 邯郸 056038,兰州理工大学防震减灾研究所, 甘肃 兰州 730050,兰州理工大学防震减灾研究所, 甘肃 兰州 730050
基金项目:国家自然科学基金项目(51578274);河北省高等学校科学技术研究项目(QN2017038);河北工程大学创新基金项目(17129033058)
摘    要:为体现时变结构动力特性,定义随机冲击荷载作为时变结构输入激励,提出了基于连续小波变换的时变结构瞬时模态参数识别方法。在短时时变假定条件下,建立基于模局部极大值的连续小波变换时变参数识别原理,利用结构的输出响应进行瞬时模态参数识别,采用三自由度的时变结构体系进行数值模拟,该方法能够准确识别时变结构的瞬时模态参数值。通过设计具有质量参数可变的两层钢框架模型进行测试,验证了方法的有效性与可行性。

关 键 词:连续小波变换  时变结构  参数识别  瞬时模态参数  随机冲击激励
收稿时间:2018-11-22

Instantaneous Modal Parameter Identification of Time-varying Structures Based on Continuous Wavelet Transform
ZHAO Lijie,LIU Jin,DU Yongfong and LI Wanrun. Instantaneous Modal Parameter Identification of Time-varying Structures Based on Continuous Wavelet Transform[J]. China Earthguake Engineering Journal, 2019, 41(3): 601-606
Authors:ZHAO Lijie  LIU Jin  DU Yongfong  LI Wanrun
Affiliation:School of Civil Engineering, Hebei University of Engineering, Handan 056038, Hebei, China,School of Civil Engineering, Hebei University of Engineering, Handan 056038, Hebei, China,Institute of Earthquake Protection and Disaster Mitigation, Lanzhou Univ. of Tech., Lanzhou 730050, Gansu, China and Institute of Earthquake Protection and Disaster Mitigation, Lanzhou Univ. of Tech., Lanzhou 730050, Gansu, China
Abstract:In this paper, we propose a method for identifying the instantaneous modal parameters of a time-varying structure based on a continuous wavelet transform. First, we selected a random impact load as the input excitation of a time-varying structure. Then, under the assumed time-varying condition in a short time span, we established a principle for identifying the time-varying parameter based on the continuous wavelet transform. We identified the instantaneous modal parameter using only the output response of the structure, and performed a numerical simulation of a 3-DOF time-varying structure system. The results show that this method can accurately identify the instantaneous modal parameter of a time-varying structure. Finally, we designed and tested a two-layer steel frame model with variable quality parameters, and the results further verified the validity and feasibility of the proposed method.
Keywords:continuous wavelet transform  time-varying structure  parameter identification  instantaneous modal parameters  random excitation
本文献已被 CNKI 等数据库收录!
点击此处可从《地震工程学报》浏览原始摘要信息
点击此处可从《地震工程学报》下载免费的PDF全文
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