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A wavelet-based approach for the detection and modelling of non-stationary effects in structural deformation analysis

机译:基于小波的结构变形分析中非平稳效应的检测和建模

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The modelling of continuously observed structural deformation processes is typically done using specific tools of time series analysis and linear system theory. The system parameters are calculated from the entire available data sets, presuming their stationarity at least up to the 2 order. For some observed phenomena this assumption needs, however, a thorough consideration. Due to irregular influences or to different operation states of the monitored object, the recorded time series might suddenly change their statistical equilibrium state. In such situations, the standard modelling tools yield poor estimators of the systems parameters. This paper introduces concepts concerning an extended deformation analysis, which includes the handling and modelling of such signals. It is argued that the Wavelet Transform is building the proper framework in order to accomplish this task. The paper concludes with results obtained by the implementation of the proposed approach in monitoring projects.
机译:连续观察到的结构变形过程的建模通常使用时间序列分析和线性系统理论的特定工具完成。系统参数是根据整个可用数据集计算得出的,假定它们的平稳性至少达到2阶。但是,对于某些观察到的现象,需要进行彻底的考虑。由于受监视对象的不规则影响或不同的操作状态,记录的时间序列可能会突然更改其统计平衡状态。在这种情况下,标准的建模工具会得出较差的系统参数估算值。本文介绍了有关扩展形变分析的概念,其中包括此类信号的处理和建模。有人认为,小波变换正在构建适当的框架以完成此任务。本文最后总结了通过在监控项目中实施所建议的方法而获得的结果。

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