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Autoregressive statistical pattern recognition algorithms for damage detection in civil structures

机译:用于土木结构损伤检测的自回归统计模式识别算法

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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.
机译:统计模式识别最近已成为一种有前途的补充方法,可以用于自动结构损伤评估的系统识别。其本质是在统计中使用众所周知的概念来定义不同图案类别的边界,例如那些损坏和未损坏的结构。在本文中,使用潜在回归模型的几种统计模式识别算法(包括统计控制图和假设检验)作为潜在的竞争性损害检测技术进行了综述。为了提高统计方法的性能,提出了使用模型谱和残差自相关的新特征提取技术,以及基于重采样的阈值构造方法。随后,从多自由度系统生成仿真加速度数据,以测试和比较现有算法和拟议算法的效率。然后,将在桁架和大型桥梁平板模型上进行的实验室实验获得的数据用于进一步验证损伤检测方法,并证明所提出算法的优越性能。

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