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THE ACQUISITION OF INTERVAL NUMBER FREQUENCY AND ITS APPLICATION TO STRUCTURE DAMAGE DETECTION

机译:采集间隔数频率及其在结构损伤检测中的应用

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摘要

This work aims to enhance the efficacy of structure damage detection based on a natural frequency change approach. The objective is to develop an interval number frequency value, which can be applied to damage detection, by introducing small sample analysis. First, this paper carries out a special study on small sample analysis and proposes the Normality test method for small samples. The interval estimation of the mean value for a small sample, which is supposed to fit Normal distribution, is investigated. The interval number acquisition approach is proposed if the parameters of a small sample are supposed to fit Uniform distribution. Second, this paper provides the acquisition approach of interval number frequency with the combination of the indirect frequency acquisition approach and small sample analysis. This type of interval value is more accurate and reasonable because it can take into account the influence of various uncertainties and errors. Consequently, based on the interval number frequency value, two specific ways in which to apply this method to damage detection are proposed. Finally, the applications and advantages of this approach are illustrated using two examples of actual large bridges in China.
机译:这项工作旨在基于自然频率变化方法提高结构损伤检测的功效。目的是通过引入小样本分析来开发一个间隔数频率值,该频率值可以应用于损坏检测。首先,本文对小型样品分析进行了特殊研究,并提出了小型样品的正常性试验方法。研究了应该适应正常分布的小样品的平均值的间隔估计。如果应该符合均匀分布的小样本的参数,则提出了间隔数采集方法。其次,本文提供了间接频率采集方法的组合和小样本分析的间隔数频率采集方法。这种类型的间隔值更准确,合理,因为它可以考虑各种不确定性和错误的影响。因此,基于间隔数频率值,提出了应用该方法以损坏检测的两种特定方式。最后,使用中国实际大桥的两个例子说明了这种方法的应用和优点。

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