Deformation analysis by an improved similarity transformation

In this contribution, deformation analysis is rigorously performed by a non-linear 3-D similarity transformation. In contrast to traditional methods based on linear least-squares (LLS), here we solve a non-linear problem without any linearization. To achieve this goal, a new weighted total least-squ...

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Main Author: Vahid Mahboub
Format: Article
Language:English
Published: Elsevier 2025-02-01
Series:Applied Computing and Geosciences
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2590197425000035
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author Vahid Mahboub
author_facet Vahid Mahboub
author_sort Vahid Mahboub
collection DOAJ
description In this contribution, deformation analysis is rigorously performed by a non-linear 3-D similarity transformation. In contrast to traditional methods based on linear least-squares (LLS), here we solve a non-linear problem without any linearization. To achieve this goal, a new weighted total least-squares (WTLS) approach with general dispersion matrix is implemented to deformation analysis problem. Although some researchers have been trying to solve deformation analysis using TLS approaches, these attempts require modification since they used to apply unstructured TLS techniques such as Generalized TLS (GTLS) to similarity transformation which requires structured TLS (STLS) techniques while the WTLS approach preserves the structure of the functional model when based on the perfect description of the variance-covariance matrix. As a secondary scope, here it is analytically proved that LLS is not identical to nonlinear estimations such as the WTLS methods and rigorous nonlinear least-square (RNLS) as opposed to what in some contributions has been claimed. The third attainment of this contribution is proposing another algorithm for rigorous similarity transformation with arbitrary rotational angles. It is based on the RNLS method which can obtain the correct update of misclosure. Moreover, compared to transformation methods that deal with arbitrary rotational angles, we do not need to impose any orthogonality constraints here. Two case studies numerically confirm that the WTLS and RNLS methods provide the most accurate results among the LLS, GTLS, RNLS and WTLS approaches in two landslide areas.
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spelling doaj-art-70d0795b7c6a4a64aaff72c16cee8bff2025-08-20T03:40:51ZengElsevierApplied Computing and Geosciences2590-19742025-02-012510022110.1016/j.acags.2025.100221Deformation analysis by an improved similarity transformationVahid Mahboub0Hydroinformatic Research Group, Environmental Hazard Research Institute, Golestan University, Gorgan, Iran; Department of Surveying Engineering, Faculty of Engineering, Golestan University, Aliabad Katoul, Iran; Hydroinformatic Research Group, Environmental Hazard Research Institute, Golestan University, Gorgan, Iran.In this contribution, deformation analysis is rigorously performed by a non-linear 3-D similarity transformation. In contrast to traditional methods based on linear least-squares (LLS), here we solve a non-linear problem without any linearization. To achieve this goal, a new weighted total least-squares (WTLS) approach with general dispersion matrix is implemented to deformation analysis problem. Although some researchers have been trying to solve deformation analysis using TLS approaches, these attempts require modification since they used to apply unstructured TLS techniques such as Generalized TLS (GTLS) to similarity transformation which requires structured TLS (STLS) techniques while the WTLS approach preserves the structure of the functional model when based on the perfect description of the variance-covariance matrix. As a secondary scope, here it is analytically proved that LLS is not identical to nonlinear estimations such as the WTLS methods and rigorous nonlinear least-square (RNLS) as opposed to what in some contributions has been claimed. The third attainment of this contribution is proposing another algorithm for rigorous similarity transformation with arbitrary rotational angles. It is based on the RNLS method which can obtain the correct update of misclosure. Moreover, compared to transformation methods that deal with arbitrary rotational angles, we do not need to impose any orthogonality constraints here. Two case studies numerically confirm that the WTLS and RNLS methods provide the most accurate results among the LLS, GTLS, RNLS and WTLS approaches in two landslide areas.http://www.sciencedirect.com/science/article/pii/S2590197425000035Deformation analysisWeighted total least-squares methodNonlinear similarity transformationStructured total Least-Squares problem
spellingShingle Vahid Mahboub
Deformation analysis by an improved similarity transformation
Applied Computing and Geosciences
Deformation analysis
Weighted total least-squares method
Nonlinear similarity transformation
Structured total Least-Squares problem
title Deformation analysis by an improved similarity transformation
title_full Deformation analysis by an improved similarity transformation
title_fullStr Deformation analysis by an improved similarity transformation
title_full_unstemmed Deformation analysis by an improved similarity transformation
title_short Deformation analysis by an improved similarity transformation
title_sort deformation analysis by an improved similarity transformation
topic Deformation analysis
Weighted total least-squares method
Nonlinear similarity transformation
Structured total Least-Squares problem
url http://www.sciencedirect.com/science/article/pii/S2590197425000035
work_keys_str_mv AT vahidmahboub deformationanalysisbyanimprovedsimilaritytransformation