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dc.contributor.authorWantong
dc.contributor.authorChen
dc.contributor.authorQin
dc.contributor.authorHonglei
dc.contributor.authorShujian
dc.contributor.authorLi
dc.date.accessioned2017-05-08T22:01:25Z
dc.date.available2017-05-08T22:01:25Z
dc.date.copyrightFebruary 2013
dc.date.issued2013
dc.identifier.other%28asce%29te%2E1943-5436%2E0000011.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/68973
dc.description.abstractDuring attitude determination using the Global Positioning System (GPS), incomplete knowledge of the stochastic model of the observables often occurs in realistic applications, resulting in the failure of the traditional least-squares method for the Global Navigation Satellite System baseline model. This paper presents a single-frequency single-epoch GPS attitude determination method, which is aimed at attitude determination without the prior knowledge of measurement precision. The new approach is a combination of an analytical resolution and the constrained integer least-squares theory. By using the global minimizer of the fixed ambiguity objective function, our method identifies the most likely solution from all possible analytical candidates. Simulation experiments demonstrate the performance of the proposed algorithm for different noise levels and different baseline lengths. To determine the applicable scope of this scheme, the success rate gap of the least-squares method is also analyzed. Actual experiments also verify the effectiveness of the proposed method.
dc.publisherAmerican Society of Civil Engineers
dc.titleGPS-Based Single-Epoch Attitude Determination without Prior Knowledge of Measurement Precision
dc.typeJournal Paper
dc.journal.volume139
dc.journal.issue1
dc.journal.titleJournal of Surveying Engineering
dc.identifier.doi10.1061/(ASCE)SU.1943-5428.0000093
dc.treeJournal of Surveying Engineering:;2013:;Volume ( 139 ):;issue: 001
dc.contenttypeFulltext


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