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dc.contributor.authorMichael Lösler
dc.date.accessioned2017-05-08T22:01:13Z
dc.date.available2017-05-08T22:01:13Z
dc.date.copyrightNovember 2009
dc.date.issued2009
dc.identifier.other%28asce%29su%2E1943-5428%2E0000057.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/68889
dc.description.abstractThe observations of geodetic very long baseline interferometry (VLBI) measurements refer to an invariant point of the radio telescope. This point is often called the reference point. For the interpretation of VLBI results it is necessary to know the position of this invariant point and its possible variation with time. Only the knowledge of the reference point makes it possible to combine VLBI results with results from other colocated techniques and in the framework of the global geodetic observing system (GGOS). Within the GGOS an automated monitoring of the reference points and therefore of the local-tie vectors at colocation stations is discussed earlier in other studies. In this paper a new mathematical model is described to allow such an automated monitoring of the reference point of an azimuth-elevation type radio telescope.
dc.publisherAmerican Society of Civil Engineers
dc.titleNew Mathematical Model for Reference Point Determination of an Azimuth-Elevation Type Radio Telescope
dc.typeJournal Paper
dc.journal.volume135
dc.journal.issue4
dc.journal.titleJournal of Surveying Engineering
dc.identifier.doi10.1061/(ASCE)SU.1943-5428.0000010
dc.treeJournal of Surveying Engineering:;2009:;Volume ( 135 ):;issue: 004
dc.contenttypeFulltext


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