• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• v.9 no.1
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• pp.1141-1144
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• 2005

In this paper, we propose an automatic displacement system for testing stability of structure. Photogrammetry is a method which can measure accurate 3D data from 2D images taken from different locations and which is suitable for analyzing and measuring the displacement of structure. This paper consists of camera calibration, feature extraction using coded target & retro-reflective circle, 3D reconstruction and analyzing accuracy. Multi-view camera which is used for measuring displacement of structure is placed with different location respectively. Camera calibration calculates trifocal tensor from corresponding points in images, from which Euclidean camera is calculated. Especially, in a step of feature extraction, we utilize sub-pixel method and pattern recognition in order to measure the accurate 3D locations. Scale bar is used as reference to measure. the accurate value of world coordinate..

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.13 no.1
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• pp.107-113
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• 1995

Generally, the objectives of the geodetic network adjustments are for solving the configuration of geodetic net-works and the problem of observation plans. In this study, assuming that the configuration is fixed, for improving the accuracy of geodetic networks, we focus on choosing adjustment control points and adjustment methods. By choosing adjustment control points and adjustment methods, the adjustment result accuracy of national geodetic networks can be different. So, in this study, we introduce the algorithm that use free network adjustment concept to minimize the displacements of new station points but fixing existing control points. Then, us-ing adjustment results, we can check the errors of existing control points. After checking the errors of existing control point, in case of severe error points in existing control points, we change those points into unknown station points and repeat the algorithm to optimize the coordinates of new station points. As applying this algorithm to simulation network, we can check the errors of existing control points. And changing severe error points into unknown station points, we can decrease the errors of network and optimize the coordinates of new station points. From the results of simulation network adjustment, we think that, as applying this algorithms to sequential adjustment of geodetic network and public surveying that using national geodetic network, the accuracy of network adjustments can be improved.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.6 no.1
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• pp.51-60
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• 1986

With the improvement of the accuracy of EDM and theodolite, three-dimensional geodetic coordinates can be determinated by means of analytical Intersection & Resection using vector approach. In this paper the accuracy of Resection, Intersection and Multilateration, by which the geodetic coordinates of a unknown point are determinated using the geodetic coordinates, horizontal angles, vertical angles, and slope distances to a known point are analyzed. As a result, it is found that the solution of multilateration method converges into an allowable limit and the method is better than other two methods in accuracy. And it is found that if the known points are over five points, the solution of Resection and Intersection method can also converge into an allowable limit.

• Journal of the Institute of Electronics Engineers of Korea SC
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• v.49 no.4
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• pp.23-35
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• 2012

This paper presents a 3-D pose (position and orientation) estimation method for an elliptic object in 3-D space. It is difficult to resolve the problem of determining 3-D pose parameters with respect to an elliptic feature in 3-D space by interpretation of its projected feature onto an image plane. As an alternative, we propose a two points-based pose estimation algorithm to seek the 3-D information of an elliptic feature. The proposed algorithm determines a homogeneous transformation uniquely for a given correspondence set of an ellipse and two coplanar points that are defined on model and image plane, respectively. For each plane, two triangular features are extracted from an ellipse and two points based on the polarity in 2-D projection space. A planar homography is first estimated by the triangular feature correspondences, then decomposed into 3-D pose parameters. The proposed method is evaluated through a series of experiments for analyzing the errors of 3-D pose estimation and the sensitivity with respect to point locations.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.37 no.3
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• pp.189-198
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• 2019

In photogrammetry, single photo resection is a method of determining exterior orientation parameters corresponding to a position and an attitude of a camera at the time of taking a photograph using known interior orientation parameters, ground coordinates, and image coordinates. In this study, we proposed a single photo resection algorithm that determines the exterior orientation parameters of the camera using cosine law and linear equation-based three-dimensional coordinate transformation. The proposed algorithm first calculated the scale between the ground coordinates and the corresponding normalized coordinates using the cosine law. Then, the exterior orientation parameters were determined by applying linear equation-based three-dimensional coordinate transformation using normalized coordinates and ground coordinates considering the calculated scale. The proposed algorithm was not sensitive to the initial values by using the method of dividing the longest distance among the combinations of the ground coordinates and dividing each ground coordinates, although the partial derivative was required for the nonlinear equation. In addition, since the exterior orientation parameters can be determined by using three points, there was a stable advantage in the geometrical arrangement of the control points.

• Proceedings of the Korean Information Science Society Conference
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• 2007.06c
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• pp.471-476
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• 2007

본 논문에서는 다중카메라를 이용한 3차원 공간 구성에 대한 분석을 위해 실제 카메라의 3차원 위치를 분석하였다. 카메라의 3차원 위치 분석을 위해서 카메라 교정법을 이용하였으며 교정 결과 얻은 카메라의 외부변수를 역좌표변환하여 카메라의 3차원 위치를 얻었다. 다중카메라 교정을 위해서 10대의 카메라를 다섯 쌍의 스테레오 카메라로 묶어 교정을 하였다. 이러한 과정을 통해 얻은 카메라의 외부변수의 역좌표변환으로 실제 카메레라의 위치를 계산하였고 이것의 정확한 3차원 위치정보를 얻기 위해 초기 교정에서 선택된 12개의 점을 기초로 하여 각 좌표의 8-방향의 좌표 결과를 얻게 된다. 이렇게 해서 얻은 좌표를 이용하여 카메라 교정 과정을 반복하였다. 그 결과 카메라의 정확한 3차원 위치를 얻었으며, 또한 마커 좌표의 변화가 카메라의 위치에 영향 정도를 분석하였다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.14 no.2
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• pp.141-150
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• 1996

A satellite positioning system has been recently introduced in Korea and the applications of the system are in-creasing gradually, and it is, therefore, interested in the geocentric coordinate system. In this paper, the requirements of the redefinition of the Korean geodetic system which is suited to the geocentric datum and the strategies for the establishment of new geodetic networks are considered. It is also taken into account to maintain the control points, in the transition from the old coordinate systems to a new coordinate system.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2018.11a
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• pp.174-176
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• 2018

본 논문에서는 직사각형 영상에서의 객체 좌표를 회전축과의 각도로 표현하는 방법을 적용한 자동화된 객체추적 알고리즘을 제안한다. 직사각형 영상을 구형으로 맵핑했을 때 객체의 정확한 좌표를 알아내기 위해 비례식을 사용하였다. 실제 영상이 구형 영상으로 맵핑되었을 때, 화면에 보이는 중앙점을 기반으로 실제 영상의 좌측상단 좌표를 구하였다. 앞서 구한 좌표를 이용하여 실제 영상의 좌측상단에서 객체의 이동 거리를 더하면 구형 영상에서 객체의 실제 좌표를 구할 수 있다. 제안한 방법을 통해서 관심 객체의 움직임을 효과적으로 추적하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.182-182
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• 2016

표면영상유속계는 영상분석을 이용하여 홍수시 하천 수표면 유속을 측정하는 비접촉식 유속측정장치이다. 때문에 안전하고 편하게 홍수시 유속을 측정할 수 있으나, 실제 적용상 몇 가지 문제가 있다. 하나는 야간과 악천후에는 영상 촬영이 어렵다는 점이고, 다른 하나는 영상과 실세계와의 좌표변환을 위한 참조점 측량이 반드시 필요하다는 점이다. 본 연구에서는 열영상 카메라를 이용하여 첫 번째 문제를 해결하고, 방향센서(경사계)를 이용하여 두 번째 문제를 해결하여, 언제든지 유속측정이 가능한 실시간 표면영상유속계를 개발하였다. 열영상카메라는 별도의 조명장치없이도 주야간 영상 촬영이 가능하다. 또한 안개의 영향을 받지 않으며, 저유속시 생기는 수면파의 움직임도 잡아낼 수 있는 장점이 있다. 또한, 방향센서를 이용하여 참조점을 이용하지 않고, 좌표변환 관계를 구성할 수 있도록 카메라 모형(camera model)을 구성하였다. 이 카메라 모형에 필요한 외부 변수는 하천수표면과 카메라와의 높이 및 카메라의 두 가지 경사각뿐이다. 여기에 일반적인 카메라 보정에 이용하는 방법으로 구한 카메라 내부 변수를 결합하면 된다. 이렇게 개발한 열영상 표면영상유속계는 실험 수로와 하천 현장에 적용한 결과, 종전보다 훨씬 적용이 간편하며, 매우 높은 정확도로 유속을 측정할 수 있었다.

• The Journal of the Institute of Internet, Broadcasting and Communication
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• v.21 no.6
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• pp.99-104
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• 2021

The technology of estimating a movement trajectory using a monocular camera such as a smartphone and composing a surrounding 3D image is key not only in indoor positioning but also in the metaverse service. The most important thing in this technique is to estimate the coordinates of the moving camera center. In this paper, a new algorithm for geometrically estimating the moving distance is proposed. The coordinates of the 3D object point are obtained from the first and second photos, and the movement distance vector is obtained using the matching feature points of the first and third photos. Then, while moving the coordinates of the origin of the third camera, a position where the 3D object point and the feature point of the third picture coincide is obtained. Its possibility and accuracy were verified by applying it to actual continuous image data.