• Journal of Positioning, Navigation, and Timing
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• 제11권4호
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• pp.269-277
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• 2022

In this paper, we overview the system development status of the national maritime precise point positioning-real-time kinematic (PPP-RTK) service in Korea, also known as the Precise POsitioning and INTegrity monitoring (POINT) system. The development of the POINT service began in 2020, and the open service is scheduled to start in 2025. The architecture of the POINT system is composed of three provider-side facilities-a reference station, monitoring station, and central control station-and one user-side receiver platform. Here, we propose the detailed functionality of each component considering unidirectional broadcasting of augmentation data. To meet the centimeter-level user positioning accuracy in maritime coverage, new reference stations were installed. Each reference station operates with a dual receiver and dual antenna to reduce the risk of malfunctioning, which can deteriorate the availability of the POINT service. The initial experimental results of a testbed from corrections generated from the testbed network, including newly installed reference stations, are presented. The results show that the horizontal and vertical accuracies satisfy 2.63 cm and 5.77 cm, respectively. For the purpose of (near) real-time broadcasting of POINT correction data, we designed a correction message format including satellite orbit, satellite clock, satellite signal bias, ionospheric delay, tropospheric delay, and coordinate transformation parameters. The (near) real-time experimental setup utilizing (near) real-time processing of testbed network data and the designed message format are proposed for future testing and verification of the system.

• 복식문화연구
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• 제5권1호
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• pp.151-164
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• 1997

This study pursues the problems of plan photogrammetry which is widely used in somatotyping at present, and find out a method which can improve accuracy of measurement on the basis of principles and mechanisms of photography-the basic foundation of the photographic analysis methods. As a result, this study proposes a new method which is based on the reference point method and perspective coordinate system. And the test measurement was operated to compare the measurement accuracy of the proposed method and the method based on reference grid screen method and perpendicular coordinate system which is commonly used at present. The result of this test measurement showed that the proposed method has higher accuracy. Two reasons can be pointed out for the improvement of measuring accuracy. The first reason is that the proposed perspective coordinate system reduces the perspective distortion of photography. And second reason is that measuring points can be closely placed to the scale and coordinate reference plan of measurement by the proposed reference point method which make possible to place measuring object (or person) at the center of scale and coordinate reference plan by utilizing reference points of measurement in the three dimensional space not on screen.

• Journal of Positioning, Navigation, and Timing
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• 제11권3호
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• pp.209-215
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• 2022

As intelligent autonomous driving vehicle development has become a big topic around the world, accurate reference dynamics estimation has been more important than before. Current systems generally use speed and heading information sensed from a distant point as a vehicle reference dynamic, however, the dynamics between different points are not same especially during rotating motions. In order to estimate properly estimate the reference dynamics from the information such as velocity and heading sensed at a point distant from the reference point such as center of gravity, this study proposes estimating reference dynamics from any location in the vehicle by combining the Bicycle and Ackermann models. A test system was constructed by implementing multiple GNSS/INS equipment on an Robot Operating System (ROS) and an actual car. Angle and speed errors of 10° and 0.2 m/s have been reduced to 0.2° and 0.06 m/s after applying the suggested method.

• 전기학회논문지
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• 제63권4호
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• pp.519-525
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• 2014

In this paper, an alternative variable structure controller is designed for the point-to-point regulation control of uncertain general linear plants so that the output of plants can be controlled from an arbitrarily given initial point to an arbitrarily given reference point in the state space. By using the error between the steady state value of the output and an arbitrarily given reference point and those integral, a transformed integral sliding surface is defined, in advance, as the surface from an initial state to an arbitrarily given reference point without the reaching phase problems. A corresponding control input is suggested to satisfy the existence condition of the sliding mode on the preselected transformed integral sliding surface against matched uncertainties and disturbances. Therefore, the output controlled by the proposed controller is completely robust and identical to that of the preselected transformed integral sliding surface. Through an example, the effectiveness of the suggested controller is verified.

• 한국정보통신학회논문지
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• 제16권7호
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• pp.1477-1486
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• 2012

본 논문에서는 가상시점 깊이영상 생성 기법을 이용한 다양한 시점의 CGH(computer generated hologram) 생성 시스템을 제안한다. 제안한 시스템에서는 먼저 TOF(time of flight) 깊이 카메라를 이용하여 신뢰도 높은 기준시점 깊이영상을 획득하고 카메라 보정 과정을 통해 기준시점 카메라들의 카메라 파라미터를 추출한다. 가상시점 카메라의 위치가 정의되면 기준시점 카메라와의 거리와 위치를 고려하여 최적의 기준시점 카메라들을 선택한다. 가상시점 카메라와 가장 가까운 기준시점 카메라를 주 기준시점으로 결정하고 가상시점 깊이영상을 생성한다. 주 기준시점 카메라와 위치가 반대인 기준시점 카메라를 보조 기준시점으로 선택하여 가상시점 깊이영상을 생성한다. 주 기준시점을 통해 생성된 가상시점 깊이영상에 나타나는 가려짐 영역을 보조 기준시점으로 생성된 가상시점 깊이영상으로부터 찾아 보상한다. 보상이 되지 않고 남은 홀영역은 주변값 중 가장 작은 값으로 채워 최종 가상시점 깊이영상을 생성한다. 최종 가상시점 깊이 영상을 이용하여 CGH를 생성한다. 실험을 통해 기존의 기법보다 제안하는 가상시점 깊이영상 합성 시스템의 성능이 우수함을 확인하였다.

• 한국측량학회지
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• 제39권6호
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• pp.549-554
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• 2021

정밀한 3차원 도로공간정보는 자율주행을 위한 기본 인프라로 안전한 자율주행을 위한 필수 데이터라 할 수 있다. MMS (Mobile Mapping System)은 도로공간정보 구축을 위한 장비로 활용되고 있으며, 관련 연구가 수행되고 있다. 하지만 MMS를 활용한 성과물의 정확도에 중요한 요인이 되는 기준점 거리가 성과물의 정확도에 미치는 영향을 분석한 연구는 부족한 실정이다. 이에 본 연구에서는 MMS를 이용하여 취득되는 데이터의 기준점 거리별 정확도를 분석하고자 하였다. 연구대상지 도로에 대해 MMS를 이용하여 포인트클라우드 데이터를 구축하였다. 데이터 처리는 MMS 데이터는 기준점과의 거리를 고려하여 4개의 데이터를 구축하였으며, 정확도 평가를 위해 12개의 검사점 성과와 비교하여 정확도를 분석하였다. MMS 데이터의 정확도는 수평방향으로 -0.09m~0.11m, 높이방향으로 0.04m~0.19m의 차이를 나타내었다. 수평방향에 비해 수직방향의 오차가 크게 나타났으며, 기준점과의 거리가 증가함에 따라 정확도가 감소함을 알 수 있었다. 또한 구간의 거리가 길어질수록 기준점과의 거리가 하나의 데이터 셋에서 달라질 수 있기 때문에 추가적인 연구가 필요하며, 향후 여러 개의 기준점을 사용하는 방법에 대한 정확도 평가가 이루어진다면 정밀한 도로공간정보 구축을 위한 효과적인 기준점 활용 방안을 제시할 수 있을 것이다.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2004년도 추계학술발표회 논문집
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• pp.405-410
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• 2004

In mid-90's, the Korean government introduced the GIS(Geographic Information System) to digitalize every topography of national land and thereby, index locations and attributes of various urban facilities to construct a system whereby every information could be managed and operated in an integrated way, but the reliability of such geographic information has yet to be tested, much less its modification, complementation and maintenance. Under such circumstances, this study was aimed at constructing a reference point infrastructure for Seoul and Kyonggi area and comparing the data obtained from the GPS operation and various facility location data with the existing GIS data to address the problems of GIS operation and suggest their solutions. As a result of calculating the GPS reference point data and analyzing the deviations of the unknown point data in comparison with the fixed point ones, it was found that the horizontal location values were reliable within +/- 5cm, but that the above-sea level values varied as much as 1.4m depending on the deployment of pre-set fixed points determined by the direct level gauging. In addition, as a result of directly surveying major facilities around the roads based on the coordinates of the urban reference points networked with such a reference point system to check their conformity to existing data, it was confirmed that the difference was as wide as 2m. Such differences may be attributable to the fact that the data with their geographic information not confirmed are used as basic data for GIS. Hence, this study suggests the ways to set the absolute geographic data based on reference points and test the reliability of existing data and thereby, suggests a methods to solve the problems.

• Journal of electromagnetic engineering and science
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• 제12권1호
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• pp.70-76
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• 2012

We compare the detection probabilities of the time-reversal(TR) detection system and the conventional radar system. The target is assumed to be hidden inside a random medium such as a forest. We propose a TR detection system based on the SAR(Synthetic Aperture Radar) algorithm. Unlike the conventional SAR images, the proposed TR-SAR system has an interesting property. Specifically, the target-related signal components due to the time-reversal refocusing characteristics, as well as some of clutter-related signal components are concentrated at the time-reversal reference point. The remaining clutter-related signal components are scattered around that reference point. In this paper, we model the random media as a collection of point scatterers to avoid unnecessary complexities. We calculate the detection probability of the TR radar system based on the proposed simple random media model.

• 한국정보통신학회논문지
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• 제2권3호
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• pp.343-352
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• 1998

DGPS 이용으로 Standalone GPS의 정확도와 동일한 위성을 사용하는 2개 또는 그 이상의 사용자 수신기에서 생기는 공통오차제거가 가능하게 되었다. 정확한 기준점을 갖는 DGPS 시스템은 기준국과 사용자 수신기에서 발생하는 공통오차를 계산하여 사용자 수신기의 의사거리 보정을 한다. 정확한 기준점 측정은 특정한 측량기구 시스템을 이용하여 각 위성의 parameter를 측정하고 후 처리하여 얻게되므로 상당한 시간과 비용이 불가피하다. 본 연구에서는 측량기준점을 바탕으로 한 DGPS시스템과 Sub-optimal 기준점을 이용한 DGPS 시스템을 자체 구현하였다. 각각의 RTCM 보정 데이터를 이용하여 얻은 오차범위를 분석 평가하였다. 연구결과 이 시스템이 민간 및 군의 특정한 해양활동 사용시에 활용될 수 있음을 보였다.

• Journal of Mechanical Science and Technology
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• 제17권1호
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• pp.77-84
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• 2003

Virtual work in multibody systems is frequently expressed as the inner product of the virtual displacement and the resultant force at the centroid. But provided that the resultant force is converted into the equipollent forces there is no restriction on where the analysis reference point is placed. There are basically three candidate points : the centroid, joint point and the instant global origin. The traditional fully recursive formulation uses the centroid, but the present work verifies that the instant global origin always shows better efficiency (e.g. 86% CPU time of the centroid for quarter car model) and joint point shows the efficiency between that of the centroid and the instant global origin. A discussion on how important it is to define the analysis reference point properly in a fully recursive formulation is also presented.