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dc.contributor.authorBofeng
dc.contributor.authorLi
dc.contributor.authorYunzhong
dc.contributor.authorShen
dc.contributor.authorLizhi
dc.contributor.authorLou
dc.date.accessioned2017-05-08T22:01:26Z
dc.date.available2017-05-08T22:01:26Z
dc.date.copyrightNovember 2013
dc.date.issued2013
dc.identifier.other%28asce%29te%2E1943-5436%2E0000042.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/68990
dc.description.abstractIn geospatial applications, the datum transformation has been necessarily employed to transform the geospatial outcomes from the data-collection system to the user-interested system. Its key is to compute the transformation parameters that describe the geometric relation between two datum systems. The ordinary least-squares based transformation parameter estimation needs the iterative computations unless the initial values of parameters are approximate enough, which is usually time-consuming. Particularly with the development of (near) real-time data collection techniques, such iterative datum transformation method cannot meet the real-time applications. In this paper, we study the noniterative method in terms of the multivariate least-squares theory with two-dimensional empirical affine transformation as a case study. We address the noniterative transformation for the partially and fully error-affected affine models, respectively. The study indicates that the noniterative solution exists when the variance matrix of coordinate errors is structured as
dc.publisherAmerican Society of Civil Engineers
dc.titleNoniterative Datum Transformation Revisited with Two-Dimensional Affine Model as a Case Study
dc.typeJournal Paper
dc.journal.volume139
dc.journal.issue4
dc.journal.titleJournal of Surveying Engineering
dc.identifier.doi10.1061/(ASCE)SU.1943-5428.0000110
dc.treeJournal of Surveying Engineering:;2013:;Volume ( 139 ):;issue: 004
dc.contenttypeFulltext


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