Fixation by Hidden Points Bar from One TheodoliteSource: Journal of Surveying Engineering:;2005:;Volume ( 131 ):;issue: 004Author:Aggelos Antonopoulos
DOI: 10.1061/(ASCE)0733-9453(2005)131:4(113)Publisher: American Society of Civil Engineers
Abstract: Position fixing by hidden points bar from one theodolite is an Industrial Surveying practice used as a last resort in difficult environments of measurements. Determination of the coordinates of inaccessible points sought is performed by least squares adjustment with constraints. Conventional methods of coordinate determination check the efficiency of the method. In the present adjustment, normally of low redundancy, the assignment of accurate provisional values to the aforementioned coordinates constitutes an essential task.
|
Collections
Show full item record
| contributor author | Aggelos Antonopoulos | |
| date accessioned | 2017-05-08T21:01:43Z | |
| date available | 2017-05-08T21:01:43Z | |
| date copyright | November 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290733-9453%282005%29131%3A4%28113%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35938 | |
| description abstract | Position fixing by hidden points bar from one theodolite is an Industrial Surveying practice used as a last resort in difficult environments of measurements. Determination of the coordinates of inaccessible points sought is performed by least squares adjustment with constraints. Conventional methods of coordinate determination check the efficiency of the method. In the present adjustment, normally of low redundancy, the assignment of accurate provisional values to the aforementioned coordinates constitutes an essential task. | |
| publisher | American Society of Civil Engineers | |
| title | Fixation by Hidden Points Bar from One Theodolite | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 4 | |
| journal title | Journal of Surveying Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9453(2005)131:4(113) | |
| tree | Journal of Surveying Engineering:;2005:;Volume ( 131 ):;issue: 004 | |
| contenttype | Fulltext |