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Deformation monitoring and the maximum number of stable points method

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Deformation monitoring and the maximum number of stable points method

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Baselga Moreno, S.; García-Asenjo Villamayor, L.; Garrigues Talens, P. (2015). Deformation monitoring and the maximum number of stable points method. Measurement. 70:27-35. https://doi.org/10.1016/j.measurement.2015.03.034

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/63986

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Title: Deformation monitoring and the maximum number of stable points method
Author: Baselga Moreno, Sergio García-Asenjo Villamayor, Luis Garrigues Talens, Pascual
UPV Unit: Universitat Politècnica de València. Departamento de Ingeniería Cartográfica Geodesia y Fotogrametría - Departament d'Enginyeria Cartogràfica, Geodèsia i Fotogrametria
Issued date:
Abstract:
The question of determination of displacements in control networks with two or more measuring epochs is a well-known problem with broad applications to different fields of science and engineering. The standard procedure, ...[+]
Subjects: Deformation monitoring , Least squares , Robust estimation , Global optimization , Surveying , Distance measurement
Copyrigths: Reserva de todos los derechos
Source:
Measurement. (issn: 0263-2241 )
DOI: 10.1016/j.measurement.2015.03.034
Publisher:
Elsevier
Publisher version: http://dx.doi.org/ 10.1016/j.measurement.2015.03.034
Project ID:
info:eu-repo/grantAgreement/MICINN//AYA2011-23232/ES/DESARROLLO DE METODOLOGIA Y ALGORITMOS PARA EL EMPLEO DE GNSS EN DISTANCIOMETRIA ABSOLUTA DE ALTA PRECISION/
Thanks:
The authors are grateful to the Editor and an anonymous reviewer for their valuable suggestions and constructive comments. This research is funded by the Spanish Ministry of Science and Innovation (AYA2011-23232).
Type: Artículo

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