Model selection for parametric surfaces approximating 3d point clouds for deformation analysis

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dc.identifier.uri http://dx.doi.org/10.15488/3451
dc.identifier.uri http://www.repo.uni-hannover.de/handle/123456789/3481
dc.contributor.author Zhao, Xin
dc.contributor.author Kargoll, Boris
dc.contributor.author Omidalizarandi, Mohammad
dc.contributor.author Xu, Xiangyang
dc.contributor.author Alkhatib, Hamza
dc.date.accessioned 2018-06-08T12:22:34Z
dc.date.available 2018-06-08T12:22:34Z
dc.date.issued 2018
dc.identifier.citation Zhao, X.; Kargoll, B.; Omidalizarandi, M.; Xu, X.; Alkhatib, H.: Model selection for parametric surfaces approximating 3d point clouds for deformation analysis. In: Remote Sensing 10 (2018), Nr. 4, 634. DOI: https://doi.org/10.3390/rs10040634
dc.description.abstract Deformation monitoring of structures is a common application and one of the major tasks of engineering surveying. Terrestrial laser scanning (TLS) has become a popular method for detecting deformations due to high precision and spatial resolution in capturing a number of three-dimensional point clouds. Surface-based methodology plays a prominent role in rigorous deformation analysis. Consequently, it is of great importance to select an appropriate regression model that reflects the geometrical features of each state or epoch. This paper aims at providing the practitioner some guidance in this regard. Different from standard model selection procedures for surface models based on information criteria, we adopted the hypothesis tests from D.R. Cox and Q.H. Vuong to discriminate statistically between parametric models. The methodology was instantiated in two numerical examples by discriminating between widely used polynomial and B-spline surfaces as models of given TLS point clouds. According to the test decisions, the B-spline surface model showed a slight advantage when both surface types had few parameters in the first example, while it performed significantly better for larger numbers of parameters. Within B-spline surface models, the optimal one for the specific segment was fixed by Vuong's test whose result was quite consistent with the judgment of widely used Bayesian information criterion. The numerical instabilities of B-spline models due to data gap were clearly reflected by the model selection tests, which rejected inadequate B-spline models in another numerical example. © 2018 by the authors. eng
dc.language.iso eng
dc.publisher Basel : MDPI AG
dc.relation.ispartofseries Remote Sensing 10 (2018), Nr. 4
dc.rights CC BY 4.0 Unported
dc.rights.uri https://creativecommons.org/licenses/by/4.0/
dc.subject B-spline eng
dc.subject Gauss-Markov model eng
dc.subject Polynomial eng
dc.subject Simulation-based Cox's test eng
dc.subject Surface modeling eng
dc.subject Terrestrial laser scanning eng
dc.subject Vuong's test eng
dc.subject Deformation eng
dc.subject Interpolation eng
dc.subject Laser applications eng
dc.subject Markov processes eng
dc.subject Polynomials eng
dc.subject Regression analysis eng
dc.subject Splines eng
dc.subject Steel beams and girders eng
dc.subject Surveying instruments eng
dc.subject Three dimensional computer graphics eng
dc.subject B splines eng
dc.subject B-spline surface models eng
dc.subject Bayesian information criterion eng
dc.subject Deformation monitoring of structures eng
dc.subject Gauss-Markov models eng
dc.subject Surface modeling eng
dc.subject Terrestrial laser scanning eng
dc.subject Three-dimensional point clouds eng
dc.subject Statistical tests eng
dc.subject.ddc 620 | Ingenieurwissenschaften und Maschinenbau ger
dc.title Model selection for parametric surfaces approximating 3d point clouds for deformation analysis eng
dc.type Article
dc.type Text
dc.relation.issn 2072-4292
dc.relation.doi https://doi.org/10.3390/rs10040634
dc.bibliographicCitation.issue 4
dc.bibliographicCitation.volume 10
dc.bibliographicCitation.firstPage 634
dc.description.version publishedVersion
tib.accessRights frei zug�nglich


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