|Table of Contents|

[1] Liu Yi, Li Aiqun, Fei Qingguo, Ding Youliang, et al. Feature extraction and damage alarming using time series analysis [J]. Journal of Southeast University (English Edition), 2007, 23 (1): 86-91. [doi:10.3969/j.issn.1003-7985.2007.01.018]
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Feature extraction and damage alarming using time series analysis()
一种利用时间序列分析的特征提取与损伤预警方法
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Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
23
Issue:
2007 1
Page:
86-91
Research Field:
Civil Engineering
Publishing date:
2007-03-30

Info

Title:
Feature extraction and damage alarming using time series analysis
一种利用时间序列分析的特征提取与损伤预警方法
Author(s):
Liu Yi Li Aiqun Fei Qingguo Ding Youliang
Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education, Southeast University, Nanjing 210096, China
刘毅 李爱群 费庆国 丁幼亮
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
Keywords:
feature extraction damage alarming time series analysis structural health monitoring
特征提取 损伤预警 时间序列分析 结构健康监测
PACS:
TU311
DOI:
10.3969/j.issn.1003-7985.2007.01.018
Abstract:
Aiming at the problem of on-line damage diagnosis in structural health monitoring(SHM), an algorithm of feature extraction and damage alarming based on auto-regressive moving-average(ARMA)time series analysis is presented.The monitoring data were first modeled as ARMA models, while a principal-component matrix derived from the AR coefficients of these models was utilized to establish the Mahalanobis-distance criterion functions.Then, a new damage-sensitive feature index DDSF is proposed.A hypothesis test involving the t-test method is further applied to obtain a decision of damage alarming as the mean value of DDSF had significantly changed after damage.The numerical results of a three-span-girder model shows that the defined index is sensitive to subtle structural damage, and the proposed algorithm can be applied to the on-line damage alarming in SHM.
针对结构健康监测中如何基于在线监测数据实现损伤诊断的问题, 提出了一种利用时间序列分析ARMA模型的特征提取和损伤预警方法.首先对所有监测数据样本建立ARMA模型, 以模型中AR部分参数的主成分矩阵构建Mahalanobis距离判别函数, 提出了一种新的结构损伤敏感指标DDSF.然后, 采用t-检验考察该指标在损伤前后是否存在显著性变化, 从而可以有效地实现结构损伤预警.三跨连续梁数值算例表明, 提出的结构损伤特征指标对结构的微小损伤具有敏感性, 具备结构在线实时损伤预警的应用价值.

References:

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Memo

Memo:
Biographies: Liu Yi(1980—), male, graduate;Li Aiqun(corresponding author), male, doctor, professor, aiqunli@seu.edu.cn.
Last Update: 2007-03-20