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contributor authorXinjian Kou
contributor authorJimian Song
date accessioned2017-05-08T21:01:27Z
date available2017-05-08T21:01:27Z
date copyrightNovember 1996
date issued1996
identifier other%28asce%290733-9453%281996%29122%3A4%28158%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35766
description abstractIn this paper, Mohr's circle is used as an implement to show the position error distribution. Using the circle, the four components of the cofactor coefficient matrix, in the two-dimensional case, can be expressed conveniently. Although Mohr's circle is rooted in classical mechanics, its application to deformation analysis is a new achievement. In surveying engineering, the relevant error ellipse is an important method to test the deformation of the network. Mohr's circle, compared to the error ellipse, possesses higher efficacy in testing movements since its confidence area is consistent with the theoretical value. This advantage is shown by a computer imitating example. The difference of the results, obtained by the two methods, is dependent upon point error distribution. In the three-dimensional case, there are three invariants of cofactor coefficients, whose values do not change when the coordinate axis is changed, for a point, and they indicate the situation of error distribution.
publisherAmerican Society of Civil Engineers
titleError Mohr Circle and Invariants of Cofactor Coefficient
typeJournal Paper
journal volume122
journal issue4
journal titleJournal of Surveying Engineering
identifier doi10.1061/(ASCE)0733-9453(1996)122:4(158)
treeJournal of Surveying Engineering:;1996:;Volume ( 122 ):;issue: 004
contenttypeFulltext


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