• Annual Conference of KIPS
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• 2006.05a
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• pp.1439-1442
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• 2006

위치기반서비스 시스템에서 가장 기본이 되는 요소는 사용자의 위치를 정확히 측정하는 것이다. 본 논문은 삼각 측량법을 이용한 전자캠퍼스를 위한 옥내 측위 시스템 구현 사례를 소개한다. 캠퍼스에는 일반적으로 무선 LAN이 설치되어 있다. 본 측위 시스템의 측위 방법은 무선 LAN의 액세스 포인트(AP)로부터 수신된 신호의 RSSI를 이용하여 AP까지의 거리를 추정하고, 이 거리들을 바탕으로 삼각 측량법을 이용하여 사용자의 위치를 추정한다. 구현한 측위 시스템의 성능을 검증하기 위한 실험 결과도 소개한다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.17 no.3
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• pp.283-292
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• 1999

Aerotriangulation for the large scale mapping(photo-scale l/5,000) was studied with the projection center determined by kinematic DGPS positioning. For the feasibility study, the accuracy and error was analyzed with the comparison between a projection center from the conventional model adjustment and the projection center determined by the kinematic DGPS positioning. Kinematic DGPS-supported Bundle adjustment was also performed. The accuracy of projection center, determined by L1 phase data observed within 30 km from base station, was stable, and the planimetric accuracy(RMS) is 13 cm and the vertical accuracy(RMS) is 15 cm with 4 ground control points, which satisfies the national standard of digital mapping. Thus, this study shows that GPS-assisted aerotriangulation can be used for economic digital mapping.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.23 no.3
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• pp.251-260
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• 2005

The Development of CCD has contributed to great advancement in mapping technology with giving benefits to research community of photogrammetry. The purpose of this paper is to find the best selection of interpolation method for creating a terrain model form close range digital photogrammetry. T-test as a kind of statistical analysis was conducted to analyze the similarity of hydraulic model with close range digital photogrammetry and trigonometric leveling. Also, many interpolation methods such as inverse distance, kriging, nearest neighbor and TIN about the hydraulic model interpolation were conducted to compare the results for computer to display actual terrain an optimum interpolation of the digital elevation model form close range digital photogrammetry. The results revealed that kriging and TIN interpolation were efficient methods to judge the hazard interpolation law by analyzing geometric similarity of hydraulic model against hydraulic model application.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2008.06a
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• pp.286-292
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• 2008

RTLS 시스템은 이동 객체에 RTLS 태그를 부착한 후 태그에서 발산되는 신호를 이용하여 실시간으로 위치를 파악하는 시스템으로 최근 항만 물류 및 자산 관리 분야에서 객체의 실시간 위치를 파악하기 위해 활용되고 있다. RTLS 시스템은 태그의 위치를 측정하기 위해 삼각 측량 법이나, Proximity matching법을 사용한다. 삼각 측량법은 3개 이상의 리더에서 수신된 신호 세기나 신호의 도달 시간을 이용하여 삼각측량 방식으로 위치를 결정하는 알고리즘으로, 전파의 난반사나 장애물등에 민감하며, Proximity matching법은 위치 샘플링 값에 대한 근접성을 이용한 통계 정보를 바탕으로 하여 위치를 결정하는 알고리즘으로 위치 정확도를 높일 수 있으나, 샘플링 데이터 개수에 따라 정확도가 크게 변화하는 문제가 있다. 본 논문에서는 이러한 위치 정보의 오차를 줄이기 위하여, Fingerprint 방식의 확률 모델에 TDOA 방식에서 사용되는 요소들을 혼합하여 확률에 의한 불확실성을 줄이고 더 높은 정확도의 위치 정보를 전달하는 위치 보정 기법을 제안한다. 본 논문에서 제안하는 2단계 위치 보정 기법은 먼저, Fingerprint 데이터 셋으로부터 현재 측정된 위치의 신호정보를 이용한 확률 모델을 적용하여 단 하나의 후보자를 결정한다. 둘째, 측정된 정보와 후보자 위치 정보를 기반으로 TDOA에서 사용하는 기하학적 위치 결정 방법을 변형한 알고리즘을 이용해 측정된 위치를 보정함으로써, TDOA 방식이나, Fingerprint 방식 둘 중 하나만 사용하는 것보다 향상된 위치의 정확도를 제공한다. 그리고 본 논문에서는 제안한 위치 보정 기법을 위한 위치 보정 모듈을 설계하였으며, RTLS 미들웨어에 이를 반영하여 구현하였다.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2009.05a
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• pp.745-748
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• 2009

본 논문은 ZigBee 기술을 이용하여 실내 위치 인식 알고리즘을 설계하고 구현하였다. ZigBee의 가장 큰 장점은 RFID, 적외선, 초음파 기술 등과 비교하여 저전력으로 오랜 시간 동안 사용할 수 있으면서도 가격이 저렴하다는 것이다. 본 논문은 ZigBee를 이용한 위치 인식 기술에 RSSI와 삼각 측량법, 그리고 다수의 데이터에서 정확한 RSSI값을 선택하는 알고리즘을 설계하였고, 위치 인식의 정확도를 높이는데 초점을 두었다. RSSI값을 미리 실측하여 Curve Fitting을 이용하여 각각의 고정 AP마다 RSSI와 거리의 관계식을 산출하여 위치 계산에 사용하였다. 또한 실제 위치 인식 시스템을 기존의 삼각 측량법만을 사용하는 방법과 본 논문에서 제안하는 방법을 각각 구현하였다. 또한 모의실험을 통해 실제 모바일 노드의 위치와 측정된 위치의 오차율을 비교하여 성능을 측정하였다. 모의실험을 통해 성능을 비교하여 모바일 노드의 위치 인식 오차율을 줄이고, 정확도를 향상하였다.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.48 no.4
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• pp.277-284
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• 2020

The remaining range between missile and target can be used to calculate the guidance command as well as to determine the explosion time of the warhead. Since the range, however, is not directly measured by on-board sensors of the missile, it is usually estimated by filter-based techniques using angle-only measurements. Conventional filter-based techniques are complex and require huge computation. In this paper, we propose a range estimation algorithm based on the geometrical triangulation principle for two points of missiles and a target. The proposed algorithm has a simple structure but the accuracy is largely dependent on the measurement errors. To improve the accuracy of estimation, Digital Fading Memory Filter (DFMF) is applied. The performance of the proposed algorithm is analyzed through numerical simulations.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.10 no.2
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• pp.49-55
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• 1992

Sampling techniques is very important in digital elevation model. There are scanning and digitizing method of sampling techniques. This study is limited in digitizing method. Continous sampling method use contour lines as same entity and grid method is a direct reading of sample elevation in each grid. Triangulated irregular method is needed to identity topographical lines to sample elevation data. As a results, authors know that continous sampling method has economic in input system and triangulated irregular method has a small memory size.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.12 no.2
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• pp.209-218
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• 1994

This study aims to generate triangulated irregular network in a form of digital terrain model which is being increasingly used. In general, grid digital elevation model and triangulated irregular network are reasonable units for solving terrain problems. But, triangulated irregular network is an efficient alternative to grid digital elevation model because of their efficiency in storing data and their convenient data structure for accommodating irregularly spaced elevation data. Various methods represented for extracting triangulated irregular networks from grid digital elevation model, and then algorithm that get accurate results for triangulation with their data set was introduced. The new approach for triangulation in this study uses the Elevation and Changeable Distance criterion, and adding interpolation points and restricted constraint lines can generate triangulated irregular network which is more close to real surface. This made database efficient construction and could be used for many applications of geo-spatial information system.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.2 no.2
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• pp.1-13
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• 1984

Projection has been used in order to indicate the horizontal position of triangulation stations which had been existed on the earth surface. In our country, the plane Rectangular coordinate of the triangulation station is computed by means of Gauss Double projection. But it proves to contain many errors according to the difference in Latitude and longitude. Therefore, in this study Transverse Mercator projection which is known to contain less error than Gauss Double projection in an applied region is introduced, and the results obtain by two these projections and the value today in our country are compared and analysed. when an another plane Rectangular Coordinate system is added to the present 3-plane Rectangular Coordinate system, there is an object inshowing the best position.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.5 no.2
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• pp.101-107
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• 1985

The coordinates of triangulation stations which has been used in Korea, were computed by means of the Gauss Conformal Double Projection in the 1910's. This projection has been considered as a problem in respect of accuracy, because the farther a station is from the origin, the larger the computational error becomes. In this paper, the Gauss Conformal Double Projection is compared with the T.M(Transverse Metcator) Projection which is widely used in many countries. In T.M projection method more accurate ground coordinates are obtained. This paper has an objective to improve the accuracy of public surveying by using the method presented in this paper.