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dc.contributor.authorH. Hakan Denli
dc.contributor.authorRasim Deniz
dc.date.accessioned2017-05-08T21:01:38Z
dc.date.available2017-05-08T21:01:38Z
dc.date.copyrightAugust 2003
dc.date.issued2003
dc.identifier.other%28asce%290733-9453%282003%29129%3A3%2895%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/35881
dc.description.abstractThe determination of the deformation of a geodetic network is an objective of the analysis of many geodetic deformation measurements. The deformation analysis is a step-by-step procedure, which begins with the global congruency test. If the coordinates of repeated measurements with its variance-covariance matrices of the coordinates and its datum are available, the question, if congruency between different epochs exists, arises. An alternative test procedure besides the conventional method for congruency investigations is proposed, and both methods’ sample solutions are given in the Numerical Example section. The procedure is based on strain analysis. The conclusions about the benefit lack of both methods are discussed in the Conclusions section.
dc.publisherAmerican Society of Civil Engineers
dc.titleGlobal Congruency Test Methods for GPS Networks
dc.typeJournal Paper
dc.journal.volume129
dc.journal.issue3
dc.journal.titleJournal of Surveying Engineering
dc.identifier.doi10.1061/(ASCE)0733-9453(2003)129:3(95)
dc.treeJournal of Surveying Engineering:;2003:;Volume ( 129 ):;issue: 003
dc.contenttypeFulltext


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