2011
DOI: 10.3788/ope.20111910.2434
|View full text |Cite
|
Sign up to set email alerts
|

Analysis and control of error on two theodolite intersection measurement for gun rotated accuracy of artillery

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1

Citation Types

0
2
0

Year Published

2021
2021
2024
2024

Publication Types

Select...
2
2

Relationship

0
4

Authors

Journals

citations
Cited by 4 publications
(2 citation statements)
references
References 0 publications
0
2
0
Order By: Relevance
“…The spatial position is determined using the coordinate system OJ-XJYJZJ, which is established by two theodolites, U and V [16][17][18]. The angles between O and theodolites, as well as other angles between O', U and V are measured by them.…”
Section: Coordinate System Unificationmentioning
confidence: 99%
“…The spatial position is determined using the coordinate system OJ-XJYJZJ, which is established by two theodolites, U and V [16][17][18]. The angles between O and theodolites, as well as other angles between O', U and V are measured by them.…”
Section: Coordinate System Unificationmentioning
confidence: 99%
“…Since the vibration impact to the gun shooting is very large, and the position or the attitude of the weapon platform itself would change, therefore, the contact measurement method or the methods which assuming the reference point for the gun tube rotation remains the same state, such as the double GPS measuring method, the CCD + grid coordinate target method, the point light resource + CCD or PSD method, the double gyro measuring method, and the other measuring methods based on precision transmission mechanism cannot meet the measurement requirements of the repeat collimation precision [2][3][4][5][6]. At present, domestic ordnance industry mainly uses the non-contact measurement method with double theodolite to complete measuring the repeat collimation precision [7][8][9][10].…”
Section: Introductionmentioning
confidence: 99%