[1]许言,李永强,周仰新,等.基于HHT的复合扰动环境中结构基本自振周期优化识别[J].福建理工大学学报,2023,21(06):531-537.[doi:10.3969/j.issn.1672-4348.2023.06.004]
 XU Yan,LI Yongqiang,ZHOU Yangxin,et al.Optimization and identification of basic natural vibration periods ofstructures in complex disturbance environment based on HHT[J].Journal of Fujian University of Technology;,2023,21(06):531-537.[doi:10.3969/j.issn.1672-4348.2023.06.004]
点击复制

基于HHT的复合扰动环境中结构基本自振周期优化识别()
分享到:

《福建理工大学学报》[ISSN:2097-3853/CN:35-1351/Z]

卷:
第21卷
期数:
2023年06期
页码:
531-537
栏目:
出版日期:
2023-12-25

文章信息/Info

Title:
Optimization and identification of basic natural vibration periods ofstructures in complex disturbance environment based on HHT
作者:
许言李永强周仰新刘旭锋彭聪姬雪明
东华理工大学
Author(s):
XU Yan LI Yongqiang ZHOU Yangxin LIU Xufeng PENG Cong JI Xueming
School of Civil and Architecture Engineering, East China University of Technology
关键词:
基本自振周期脉动法HHTFFT经验模态分解
Keywords:
basic natural vibration periodpulsation methodHHTFFTempirical mode decomposition
分类号:
TU311.3;O327
DOI:
10.3969/j.issn.1672-4348.2023.06.004
文献标志码:
A
摘要:
基于希尔伯特-黄变换(Hilbert?Huang Transform,简称HHT)方法探索了在风、人为振动及传感器误差等复合干扰及低信噪比条件下脉动信号中与结构本质特征关联频率的优化提取和分析方法。以南昌市某小区临街12 层住宅楼为分析对象,在干扰信号较多的白天进行结构脉动信号实测,测试表明,在拾振器所在层有非天然振动干扰时,波形的平稳度及频谱特征改变对后续分析产生了显著影响。在未处理干扰信号、基线偏移等的前提下,分别应用FFT、R/ F 谱比、HHT 3 种方法提取结构基本自振周期,并进行分析效果对比,结果表明,HHT 方法展现出良好的信号频率提取能力,同时可以通过余项表达信号基线漂移的误差,优化了建筑结构基本自振周期识别方法,拓展了脉动法使用范围,为规模化结构健康监测预警提供了有效参照。
Abstract:
Based on the Hilbert-Huang transform (HHT) method, the optimal extraction and analysis were explored of the frequency associated with the essential features of the structure in the pulsating signal under the combined interference of wind, artificial vibration and sensor error and the condition of low signal-to-noise ratio (SNR). Taking a 12-story residential building facing a street in Nanchang as the analysis object, the structure pulsation signal was measured during the day when there were more interference signals. Test results show that when there is unnatural vibration interference on the floor where the vibration collector is located, the change of waveform smoothness and that of spectrum characteristics have a significant impact on the subsequent analysis. On the premise that the interference signal and baseline deviation were not processed, three methods of FFT, R/F spectrum ratio and HHT were used to extract the basic natural vibration period of the structure, and the analysis results were compared. Research results show that the HHT method exhibits good signal frequency extraction ability. At the same time, the error of signal baseline drift could be expressed through the remaining terms. The basic natural vibration frequency identification method of building structures is optimized, the application range of pulsation method is expanded, and an effective reference for large-scale structural health monitoring and early warning is provided.

参考文献/References:

[1] 那仁满都拉,格根塔娜,于欣冉,等. 基于常时微动观测的城市建筑物共振效应评价及地震安全韧性提升研究[J]. 灾害学,2023,38(3):68-74.[2] HUANG N E,SHEN Z,LONG S R. A new view of nonlinear water waves:the Hilbert spectrum[J]. Annual Review of Fluid Mechanics,1999,31:417-457.[3] 赵岩,周瑞鹏,贾甜. 移动随机荷载作用下梁桥非平稳随机振动的PEMFFT方法[J]. 计算力学学报,2019,36(1):65-70.[4] 吴琛,项洪,杜喜朋,等. 数值方法进展:从Fourier变换到Hilbert-Huang变换[J]. 福建工程学院学报,2015,13(6):511-519.[5] 杨佑发,向双龙,金鸿慎. 隔震框架结构长周期地震动响应与损伤机理[J]. 铁道工程学报,2023,40(5):88-95.[6] 何定桥,杨军. 基于HHT的结构模态参数自动化识别方法和试验验证[J]. 工程力学,2022,39(11):109-122.[7] 丁新宇,王海亮,李延民,等. 隧道爆破作用下建筑物振动响应分析:以青岛地铁四线大断面隧道为例[J]. 科学技术与工程,2021,21(35):15215-15221.[8] 李传金,渐翔,王强,等. Hilbert-Huang变换在地脉动卓越周期计算中的应用[J]. 地球物理学进展,2021,36(4):1688-1693.[9] HUANG N E,SHEN Z,LONG S R,et al. The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis[J]. Proceedings of the Royal Society of London Series A:Mathematical,Physical and Engineering Sciences,1998,454(1971):903-995.

更新日期/Last Update: 2023-12-25