Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography (한국측량학회지)
- Volume 6 Issue 2
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- Pages.10-18
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- 1988
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- 1598-4850(pISSN)
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- 2288-260X(eISSN)
A Study on the 3-Dimensional Analysis by Bundle Adjustment in Close Range Photogrammetry
근접사진측량의 번들조정에 의한 삼차원 위치해석에 관한 연구
Abstract
In the three-dimensional analysis and deformation analysis of large structures, efficient is the use of the multiple method of close range photogrammetry which approaches the object distance. This study analyzes the influence of errors according to the overlap, the control points, and the object distance, to solve the problems which are raised in the multiple method. A wall-board, 7 meters by 3 meters, was used as a test field on which a total of 225 unknown points were equally disposed. The photographs with changing the overlap and object distance were taken by P-31 camera system. a total of 143 negatives are used in this study for computing 3-dimensional coordinates and its standard errors, and bundle adjustment of strips and blocks developed with on-line system is applied. In case of decreasing the number of control points, simulation error increases but actual error decreases and increases again. Due to the changed of object distances Z error represents largely compared to X, Y error, but good results in Z can be obtained by increasing the redundancy. And simulation error or actual error shows best results at the endlap of about 70%. To sum up this study, approprate arrangement of control points and overlap is meaningful, and multiple method by short object distance will be widely used to precision and deformation analysis of critical structures.
대형구조물의 삼차원위치해석과 변형측정을 하기 위하여 근접사진측량을 이용할 경우 정확도에 가장 큰 영향을 미치는 촬영거리를 접근시켜 다중기법(Multiple Method)에 의해 해석하는 것이 효율적이다. 본 연구에서는 다중방법에서 제기되는 문제점들을 해결하기 위하여 중복도, 기준점 수와 배치, 촬영거리의 변화에 따른 오차의 영향을 분석하여 그 특성을 파악하고자 하였다. 촬영대상으로는 7m
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