测绘与空间地理信息2024,Vol.47Issue(7) :150-153.

高阶奇异谱分析在变形监测数据中的应用

Application of High Order Singular Spectrum Analysis in Deformation Monitoring Data

郑志连
测绘与空间地理信息2024,Vol.47Issue(7) :150-153.

高阶奇异谱分析在变形监测数据中的应用

Application of High Order Singular Spectrum Analysis in Deformation Monitoring Data

郑志连1
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作者信息

  • 1. 浙江省测绘科学技术研究院,浙江杭州 311100
  • 折叠

摘要

如何从监测得到的GNSS时间序列中获取有用信息,了解变形监测对象的变形特征,已经成为变形监测领域一项重要研究课题.为了提取桥梁GNSS监测时间序列中桥梁变形特征,针对奇异谱分析在鲁棒性上的不足,本文提出了利用鲁棒性更好的高阶奇异对特长钢箱梁桥GNSS监测数据进行处理.通过两种评价指标对奇异谱分析与高阶奇异谱分析的信息提取效果进行量化对比,结果表明利用高阶奇异谱处理后得到的时间序列更平滑,与原始时间序列的相关程度越高,去噪效果越好.此外对经高阶奇异谱分析处理过滤的噪声进行标准正态分布检验,结果表明经高阶奇异谱分析过滤掉的噪声呈标准正态分布,桥面属于稳定状态.

Abstract

How to obtain useful information from GNSS time series obtained from monitoring and understand deformation characteristics of deformation monitored objects has become an important research topic in deformation monitoring field. In order to extract bridge de-formation characteristics from GNSS monitoring time series of bridges, and in view of the lack of robustness of singular spectrum analy-sis, this paper proposes to process GNSS monitoring data of long-length steel box girder bridges by using higher-order singularities with better robustness. Quantitative comparison is carried out by two evaluation indexes of information extracted by singular spectrum analysis and high-order singular spectrum analysis. The results show that the time series processed by the higher order singular spec-trum is smoother, the correlation degree with the original time series is higher, and the denoising effect is better. In addition, the standard normal distribution test is carried out on the noise filtered by the high-order singular spectrum analysis. The results show that the noise filtered by the high-order singular spectrum analysis is the standard normal distribution and the bridge deck is stable.

关键词

奇异谱分析/高阶奇异谱分析/变形监测/去噪/标准正态分布

Key words

singular spectrum analysis/high order singular spectrum analysis/deformation monitoring/denoising/the standard normal distribution

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出版年

2024
测绘与空间地理信息
黑龙江省测绘学会

测绘与空间地理信息

影响因子:0.788
ISSN:1672-5867
参考文献量12
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