Autoregressive statistical pattern recognition algorithms for damage detection in civil structures

被引:130
|
作者
Yao, Ruigen [1 ]
Pakzad, Shamim N. [1 ]
机构
[1] Lehigh Univ, Dept Civil & Environm Engn, Bethlehem, PA 18015 USA
基金
美国国家科学基金会;
关键词
Structural health monitoring; Damage detection; Statistical pattern recognition; Time series analysis; Autoregressive modeling; Monte Carlo method; TIME-SERIES ANALYSIS; IDENTIFICATION; CLASSIFICATION; DISTANCE; MODELS;
D O I
10.1016/j.ymssp.2012.02.014
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Statistical pattern recognition has recently emerged as a promising set of complementary methods to system identification for automatic structural damage assessment. Its essence is to use well-known concepts in statistics for boundary definition of different pattern classes, such as those for damaged and undamaged structures. In this paper, several statistical pattern recognition algorithms using autoregressive models, including statistical control charts and hypothesis testing, are reviewed as potentially competitive damage detection techniques. To enhance the performance of statistical methods, new feature extraction techniques using model spectra and residual autocorrelation, together with resampling-based threshold construction methods, are proposed. Subsequently, simulated acceleration data from a multi degree-of-freedom system is generated to test and compare the efficiency of the existing and proposed algorithms. Data from laboratory experiments conducted on a truss and a large-scale bridge slab model are then used to further validate the damage detection methods and demonstrate the superior performance of proposed algorithms. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:355 / 368
页数:14
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