{"title":"Weighted Total Least Squares with Singular Covariance Matrices Subject to Weighted and Hard Constraints","authors":"A. Amiri-Simkooei","doi":"10.1061/(ASCE)SU.1943-5428.0000239","DOIUrl":null,"url":null,"abstract":"Weighted total least squares (WTLS) has been widely used as a standard method to optimally adjust an errors-in-variables (EIV) model containing random errors both in the observation vector and in the coefficient matrix. An earlier work provided a simple and flexible formulation forWTLS based on the standard least-squares (SLS) theory. The formulation allows one to directly apply the available SLS theory to the EIV models. Among such applications, this contribution formulates the WTLS problem subject to weighted or hard linear(ized) equality constraints on unknown parameters. The constraints are to be properly incorporated into the system of equations in an EIV model of which a general structure for the (singular) covariance matrix QA of the coefficient matrix is used. The formulation can easily take into consideration any number of weighted linear and nonlinear constraints. Hard constraints turn out to be a special case of the general formulation of the weighted constraints. Because the formulation is based on the SLS theory, the method automatically approximates the covariance matrix of the estimates from which the precision of the constrained estimates can be obtained. Three numerical examples with different scenarios are used to demonstrate the efficacy of the proposed algorithm for geodetic applications. DOI: 10.1061/(ASCE)SU.1943-5428.0000239.© 2017 American Society of Civil Engineers. Author keywords: Weighted total least squares (WTLS); Errors-in-variables (EIV) model; Linear equality constraints; Two-dimensional (2D) affine transformation.","PeriodicalId":210864,"journal":{"name":"Journal of Surveying Engineering-asce","volume":"1 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2017-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"15","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Surveying Engineering-asce","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1061/(ASCE)SU.1943-5428.0000239","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 15
加权硬约束下奇异协方差矩阵的加权总最小二乘
加权总最小二乘(WTLS)作为一种标准方法,被广泛用于对包含观测向量和系数矩阵随机误差的变量误差模型进行最优调整。早期的工作基于标准最小二乘(SLS)理论提供了一个简单而灵活的wtls公式。该公式允许人们直接将现有的SLS理论应用于EIV模型。在这些应用中,这一贡献阐述了受未知参数加权或硬线性(化)等式约束的WTLS问题。在使用系数矩阵的(奇异)协方差矩阵QA的一般结构的EIV模型中,约束条件应适当地纳入方程组。该公式可以很容易地考虑任意数量的加权线性和非线性约束。硬约束是加权约束一般形式的一种特殊情况。由于该方法是基于SLS理论,该方法可以自动逼近估计的协方差矩阵,从而获得约束估计的精度。用三个不同场景的数值算例验证了该算法在大地测量应用中的有效性。DOI: 10.1061 /(第3期)su.1943 - 5428.0000239。©2017美国土木工程师学会。关键词:加权总最小二乘(WTLS);变量误差模型;线性等式约束;二维仿射变换。
本文章由计算机程序翻译,如有差异,请以英文原文为准。