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A Rigorous and User-Friendly Algorithm for Global Congruency Test in Geodetic Deformation Analysis

机译:大地形变分析中全局一致性测试的一种严格且用户友好的算法

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Identification of stable reference points is the most critical stage in deformation analysis of geodetic control networks. Today, two basically different approaches have been developed to this task: a global congruency test which employs least squares estimation and a robust approach which employs robust M-estimation. The global congruency test is more widely accepted. However, a rigorous algorithm of global congruency test is not easy to use and its simplified form is often used in practice. Of course, such simplified algorithm is not rigorous and does not give optimal results. This paper presents a rigorous and, at the same time, a user-friendly algorithm. The idea behind this algorithm comes from the theory of generalized likelihood ratio testing which is today widely used in mathematical statistics. The rigorousness of the presented algorithm was proved on a simple simulated geodetic network.
机译:稳定参考点的识别是大地测量控制网络变形分析中最关键的阶段。今天,已经开发了两种基本不同的方法:全球一致性测试,其中雇用了最小二乘估计和采用鲁棒M估计的强大方法。全球一致性测试更广泛接受。但是,严格的全局共通测试算法不易使用,其简化的形式通常用于实践中。当然,这种简化的算法并不严谨,并且没有提供最佳结果。本文呈现了一个严格的,同时,用户友好的算法。该算法背后的想法来自于今天广泛用于数学统计数据的广义似然比测试理论。在简单的模拟大地测量网络上证明了所提出的算法的严格性。

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