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dc.contributor.authorMustafa Berber
dc.contributor.authorPeter Dare
dc.contributor.authorPetr Vaníček
dc.date.accessioned2017-05-08T21:01:45Z
dc.date.available2017-05-08T21:01:45Z
dc.date.copyrightNovember 2006
dc.date.issued2006
dc.identifier.other%28asce%290733-9453%282006%29132%3A4%28168%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/35974
dc.description.abstractAfter geodetic networks are established, relevant measurements are made and point coordinates are estimated by the least-squares method. However, the least-squares method does not give any information about the robustness of networks. To measure robustness of a network, the degree of deformation of individual points of the network is measured by strain. Furthermore, threshold values are needed to evaluate networks. These threshold values will enable us to evaluate the robustness of the network. If the displacements of individual points of the network are worse than the threshold values, we must redesign the network by changing the configuration or improving the measurements until we obtain a network of acceptable robustness. This paper describes how to obtain the displacements at individual points of a network, employs the specifications of the Geodetic Survey Division, and shows the power of the technique on different geodetic networks.
dc.publisherAmerican Society of Civil Engineers
dc.titleRobustness Analysis of Two-Dimensional Networks
dc.typeJournal Paper
dc.journal.volume132
dc.journal.issue4
dc.journal.titleJournal of Surveying Engineering
dc.identifier.doi10.1061/(ASCE)0733-9453(2006)132:4(168)
dc.treeJournal of Surveying Engineering:;2006:;Volume ( 132 ):;issue: 004
dc.contenttypeFulltext


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