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Unsupervised change detection in remotely sensed images.

机译:遥感图像中的无监督变更检测。

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摘要

This study proposes a method to utilize remotely sensed pre- and post-disaster imagery data in order to detect the change specifically associated with structural and major regional damage caused by natural disasters such as a strong earthquake. The input is a pair of coregistered remotely sensed images of the same scene acquired at different times and the output is a binary image in which ‘changed’ pixels are separated from ‘not-changed’ ones. Correlation analysis generally fails to detect structural change, especially if images are acquired under different illumination conditions. In fact, automated detection in such a case becomes problematic since making distinction of change due to structural damage from that associated with the difference in the illumination condition is difficult. To overcome this problem, a method of principal component analysis (PCA) is employed.; Using PCA enables one to quantify changes proportionally to the actual change in a sequence of remotely sensed images; however, it requires the analyst to set a threshold on change measure that in fact is a linear product of the second principal component. In order to make the procedure entirely unsupervised, a probabilistic method by assuming Markovianity property in pixel class assignment is employed based on which a code in MATLAB image processing toolbox is implemented. It is further concluded that for disaster management purposes, regional change detection is more practical and precise compared with change in individual structures. The success in computing regional change in imagery data is a very strong step to take and should be extendable to compute change in higher resolution imagery data. The proposed approach produced promising results on the model images and also on the real sample images from Turkey earthquake.; This study further implements a protocol by which detecting change, using data fusion techniques in individual structural becomes feasible. It is important to note that for the purpose of this study structural change refers to any major change in geometrical shape of a structure that can be translated to change in pixel intensity values.
机译:这项研究提出了一种利用遥感的灾前和灾后图像数据来检测与自然灾害(例如强地震)造成的结构和主要区域破坏相关的变化的方法。输入是在不同时间获取的同一场景的一对共同注册的遥感图像,输出是二进制图像,其中“变化的”像素与“未变化的”像素分开。相关分析通常无法检测到结构变化,尤其是在不同照明条件下获取图像时。实际上,在这种情况下的自动检测变得有问题,因为难以区分由于结构损坏引起的变化和与照明条件的差异相关的变化。为了克服这个问题,采用了主成分分析(PCA)的方法。使用PCA可以使遥感图像序列中的变化与实际变化成比例地量化;但是,它要求分析人员为变更度量设置一个阈值,该阈值实际上是第二主要成分的线性乘积。为了使该过程完全不受监督,采用了一种在像素类分配中假设马尔可夫性的概率方法,并以此为基础实现了MATLAB图像处理工具箱中的代码。进一步得出结论,出于灾难管理的目的,与单个结构的更改相比,区域更改检测更加实用和精确。计算图像数据区域变化的成功是非常重要的一步,应该可以扩展为计算高分辨率图像数据的变化。所提出的方法在模型图像以及土耳其地震的真实样本图像上产生了可喜的结果。这项研究进一步实现了一种协议,通过该协议,可以使用单个结构中的数据融合技术来检测变化。重要的是要注意,就本研究而言,结构变化是指结构几何形状的任何重大变化,可以转换为像素强度值的变化。

著录项

  • 作者

    Rejaaishushtari, Seyed Ali.;

  • 作者单位

    University of Southern California.;

  • 授予单位 University of Southern California.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2001
  • 页码 p.4281
  • 总页数 191
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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