Strategy for Designing Geodetic Network with High Reliability and Geometrical StrengthSource: Journal of Surveying Engineering:;2001:;Volume ( 127 ):;issue: 003Author:Alireza Amiri Seemkooei
DOI: 10.1061/(ASCE)0733-9453(2001)127:3(104)Publisher: American Society of Civil Engineers
Abstract: The main design criteria in a geodetic network are precision, reliability and strength, and economy. The proper design of geodetic networks is an integral part of the geodesist's task. The main goal of this paper is to suggest a strategy for designing a geodetic network to meet high reliability and geometrical strength criteria. In this context, a real 2D deformation monitoring scheme has been selected to evaluate its design criteria. The results indicate that the perimeter of a geodetic network is relatively weaker than the middle. This means that the perimeter observations are usually weaker than those in the middle, the maximum distortions are usually located on the edge netpoints, and the maximum robustness parameters belong to the perimeter of the network. A strategy has been recommended to counter this problem. The results also showed that the robustness parameters in rotation, shear, and scale are affected by redundancy numbers. Actually, the largest robustness parameters are due to the weak observations in the network.
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| contributor author | Alireza Amiri Seemkooei | |
| date accessioned | 2017-05-08T21:01:34Z | |
| date available | 2017-05-08T21:01:34Z | |
| date copyright | August 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290733-9453%282001%29127%3A3%28104%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35838 | |
| description abstract | The main design criteria in a geodetic network are precision, reliability and strength, and economy. The proper design of geodetic networks is an integral part of the geodesist's task. The main goal of this paper is to suggest a strategy for designing a geodetic network to meet high reliability and geometrical strength criteria. In this context, a real 2D deformation monitoring scheme has been selected to evaluate its design criteria. The results indicate that the perimeter of a geodetic network is relatively weaker than the middle. This means that the perimeter observations are usually weaker than those in the middle, the maximum distortions are usually located on the edge netpoints, and the maximum robustness parameters belong to the perimeter of the network. A strategy has been recommended to counter this problem. The results also showed that the robustness parameters in rotation, shear, and scale are affected by redundancy numbers. Actually, the largest robustness parameters are due to the weak observations in the network. | |
| publisher | American Society of Civil Engineers | |
| title | Strategy for Designing Geodetic Network with High Reliability and Geometrical Strength | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 3 | |
| journal title | Journal of Surveying Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9453(2001)127:3(104) | |
| tree | Journal of Surveying Engineering:;2001:;Volume ( 127 ):;issue: 003 | |
| contenttype | Fulltext |