• 한국ITS학회 논문지
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• 제17권5호
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• pp.200-209
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• 2018

일반적으로 자율주행 차량은 측위를 위하여 GNSS(Global Navigation Satellite System)에서 절대위치 신호를 수신하여 지도에 매칭하는 방식을 사용한다. 하지만 도심이나 터널에서 정상적인 위성신호를 수신하기 어렵기 때문에 추측항법(Dead Reckoning)으로 절대위치를 추측하므로 누적 오차의 주기적 보정이 병행되어야 한다. 본 연구에서는 자율주행시 GNSS 위치 신호 수신이 어려운 터널 내에서 사용되는 추측항법의 오차를 일정수준 이하로 유지하기 위하여 기존 도로시설물을 이용한 오차 보정을 위한 시설물의 선정 방법을 제안하였다. 시설물의 특성으로서 모양, 설치위치 등 '다양성' 검토를 위하여 관련 기준 검토, 영상 및 라이다센서 조사로 얼마나 잘 인지하는 지에 대한 '인지성' 조사, 설치위치 및 간격에 의한 '규칙성'을 조사하여 후보시설물을 선정하였다. 본 연구 결과로 측위오차 보정 지원시설로 소화전함/안내표지(50m), 유도표지등A(300m), Lane Control System(500m), 최고/최저속도제한표지, 제트팬을 선정하였으며, 기존 시설물만으로 오차 보정이 가능하다고 판단하였다. 본 연구의 결과는 자율주행 차량의 터널내 측위보정시 활용될 것으로 기대된다.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.2
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• pp.203-208
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• 2006

The main research conducted previously on GPS ionosphere in China is first introduced. Besides, the current investigations include as follows: (1) GPS-based spatial environmental, especially the ionosphere, monitoring, modeling and analysis, including ground/space-based GPS ionosphere electron density (IED) through occultation/tomography technologies with GPS data from global/regional network, development of a GNSS-based platform for imaging ionosphere and atmosphere (GPFIIA), and preliminary test results through performing the first 3D imaging for the IED over China, (2) The atmospheric and ionospheric modeling for GPS-based surveying, navigation and orbit determination, involving high precisely ionospheric TEC modeling for phase-based long/median range network RTK system for achieving CM-level real time positioning, next generation GNSS broadcast ionospheric time-delay algorithm required for higher correction accuracy, and orbit determination for Low-Earth-orbiter satellites using single frequency GPS receivers, and (3) Research products in applications for national significant projects: GPS-based ionospheric effects modeling for precise positioning and orbit determination applied to China's manned space-engineering, including spatial robot navigation and control and international space station intersection and docking required for related national significant projects.

• 한국HCI학회:학술대회논문집
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• 한국HCI학회 2009년도 학술대회
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• pp.701-706
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• 2009

본 연구에서는 자동차 사고나 뇌졸중 등에 의해 경추 이하의 마비나 손, 발 등의 움직임은 자유롭지 않은 사람들의 컴퓨터 사용을 돕고자 손이나 발을 이용하지 않고 머리의 움직임과 눈의 깜박임만으로 컴퓨터 마우스 제어가 가능한 장치를 제안하였다. 마우스의 좌우, 상하 이동은 자이로 센서를 이용하여 머리의 움직임으로 유발하고, 클릭과 더블 클릭은 광 센서를 시야를 방해하지 않는 위치에 장착하여 감지할 수 있도록 하였다. 머리의 움직임에 의한 마우스 이동은 절대 좌표계와 상대 좌표계를 이용하는 두 가지 방법으로 실험하였다. 제안한 장치의 클릭과 더블 클릭의 인식율은 평균 86%에 편차는 5%정도다, 반응속도는 기존 마우스의 이동 속도와 비교해 볼 때 큰 차이는 없었다. 마지막으로 종합적인 평가를 위해 마우스 이동과 클릭을 동시에 수행하였을 경우에는 정확도가 80%에 편차는 4%정도로 기존 마우스보다는 낮았다. 특히 상대 좌표계를 이용하는 경우 절대 좌표를 이용하는 경우보다 좌표의 누적 에러로 인한 reset 빈도를 줄일 수 있었고, 정밀한 마우스 포인터 조작에 편리하였다.

• 한국측량학회지
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• 제32권3호
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• pp.191-204
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• 2014

In recent years, multi-camera systems have been recognized as an affordable alternative for the collection of 3D spatial data from physical surfaces. The collected data can be applied for different mapping(e.g., mobile mapping and mapping inaccessible locations)or metrology applications (e.g., industrial, biomedical, and architectural). In order to fully exploit the potential accuracy of these systems and ensure successful manipulation of the involved cameras, a careful system calibration should be performed prior to the data collection procedure. The calibration of a multi-camera system is accomplished when the individual cameras are calibrated and the geometric relationships among the different system components are defined. In this paper, a new single-step approach is introduced for the calibration of a multi-camera system (i.e., individual camera calibration and estimation of the lever-arm and boresight angles among the system components). In this approach, one of the cameras is set as the reference camera and the system mounting parameters are defined relative to that reference camera. The proposed approach is easy to implement and computationally efficient. The major advantage of this method, when compared to available multi-camera system calibration approaches, is the flexibility of being applied for either directly or indirectly geo-referenced multi-camera systems. The feasibility of the proposed approach is verified through experimental results using real data collected by a newly-developed indirectly geo-referenced multi-camera system.

• 한국측량학회지
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• 제36권5호
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• pp.319-333
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• 2018

As human beings spend more time indoors, and with the growing complexity of indoor spaces, more focus is given to indoor spatial applications and services. 3D topological networks are used for various spatial applications that involve navigation indoors such as emergency evacuation, indoor positioning, and visualization. Manually generating indoor network data is impractical and prone to errors, yet current methods in automation need expensive sensors or datasets that are difficult and expensive to obtain and process. In this research, a methodology for semi-automatically generating a 3D indoor topological model based on IndoorGML (Indoor Geographic Markup Language) is proposed. The concept of Shooting Point is defined to accommodate the usage of omnidirectional images in generating IndoorGML data. Omnidirectional images were captured at selected Shooting Points in the building using a fisheye camera lens and rotator and indoor spaces are then identified using image processing implemented in Python. Relative positions of spaces obtained from CAD (Computer-Assisted Drawing) were used to generate 3D node-relation graphs representing adjacency, connectivity, and accessibility in the study area. Subspacing is performed to more accurately depict large indoor spaces and actual pedestrian movement. Since the images provide very realistic visualization, the topological relationships were used to link them to produce an indoor virtual tour.

• 한국해양공학회지
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• 제25권4호
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• pp.1-6
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• 2011

The installation of a topside structure can be categorized into the following stages: start, pre-lifting, lifting, lifted, rotating, positioning, lowering, mating, and end of installation. The transfer of the module onto the floating spar hull occurs in the last three stages, from lowering to the end. The coupled multi-body motions are calculated in both calm water and in irregular waves with a significant wave height (1.52m). The effects of the hydrodynamic interactions between the heavy lifting vessel and the spar hull during the lowering and mating stages are considered. The internal forces caused by the load transfer and ballasting are derived for the mating phases. The results of the internal forces for the calm water condition are compared with those in the irregular sea condition. Although the effect of the pitch motion on the relative vertical motion between the deck of the floating structure and the topside module is significant in the mating phases, the internal force induced pitch motion is too small to have this influence. However, the effect of the internal force on the wave-induced heave responses in the mating phases is noticeable in the irregular sea condition because transfer mass-induced draught changes for the floating structure are observed to have higher amplitudes than the external force induced responses. The impacts of the module on the spar hull in the mating phase are investigated.

• 한국해양공학회지
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• 제25권4호
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• pp.7-11
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• 2011

The installation phase for a topside module suggested can be divided into 9 stages, which include start, pre-lifting, lifting, lifted, rotating, positioning, lowering, mating, and end of installation. The transfer of the topside module from a transport barge to a crane vessel takes place in the first three stages, from start to lifting, while the transfer of the module onto a floating spar hull occurs in the last three stages, from lowering to the end. The coupled multi-body motions are calculated in both calm water and in irregular waves with significant wave height (1.52m), with suggested force equilibrium diagrams. The effects of the hydrodynamic interactions between the crane vessel and barge during the lifting stage have been considered. The internal forces caused by the load transfer and ballasting are derived for the lifting phases. The results of these internal forces for the calm water condition are compared with those in the irregular sea condition. Although the effect of pitch motion on the relative vertical motion between the deck of the floating structure and the topside module is significant in the lifting phases, the internal force induced pitch motion is too small to show its influence. However, the effect of the internal force on the wave-induced heave responses in the lifting phases is noticeable in the irregular sea condition because the transfer mass-induced draught changes in the floating structure are observed to have higher amplitudes than the external force induced responses.

• 한국항공우주학회지
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• 제34권5호
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• pp.74-80
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• 2006

1980년대부터 민간에 개방된 GPS는 C/A코드의 도달시간을 측정하여 위치를 계산하고, 반송파의 도플러 주파수를 측정하여 속도를 계산한다. 위치정확도를 향상시키기 위하여 공통오차를 제거하는 DGPS 기법과 반송파 위상을 이용하여 수cm 내의 정확도를 가질 수 있는 CDGPS 기법이 1990년대부터 개발되기 시작하였다. 본 논문에서는 CDGPS를 위해 LSAST 미지정수 추정기법을 개선하여 계산효율 및 신뢰도를 높이고, 단일 주파수 GPS 수신기를 이용하여 움직이는 항체의 상대위치를 수cm 내의 정확도로 측정한 실험결과를 INS의 위치와 비교하여 제시한다. 이러한 결과는 추후 정밀관성항법장치, 무인자율주행, 측지 및 정밀지도제작 등에 유용하게 쓰일 수 있다.

• 한국산학기술학회논문지
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• 제11권2호
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• pp.559-569
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• 2010

본 논문에서는 RFID 시스템을 기반으로 거리 비종속(range-free) 방식의 위치추정기법을 제안한다. 이 기법에서는 위치가 알려져 있는 참조태그를 먼저 인식한 후, 함께 인식되는 대상태그들이 어떤 참조태그 주변에 존재하는지를 파악할 수 있도록 하는데, 이때 대상태그의 위치를 참조태그와의 관계(근접여부)로 표현할 수 있게 하여 위치를 추정한다. 이를 위해 RFID 시스템에서 인식 빈도에 따라 거리를 추정할 수 있도록 에이징 카운터(Aging Counter)를 이용한다. 제안하는 위치추정기법의 유효성을 증명하기위해 본 논문에서 개발한 기법을 도서관에서 사용할 수 있는 도서위치추정 시스템과 연계하여 설명하도록 한다.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2006년도 Proceedings of ISRS 2006 PORSEC Volume II
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• pp.525-528
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• 2006

The remote sensing data can be used to calculate the water depth especially in the clear and shallow water area. In this study, the SPOT data was used for bathymetric mapping in Dong-Sha atoll, located in northern South China Sea. The in situ sea depth was collected by echo sounder as well. A global positioning system was employed to locate the accurate sampling points for sea depth. An empirical model between measurement sea depth and band digital count was determined and based on least squares regression analysis. Both non-classification and unsupervised classification were used in this study. The results show that the standard error is less than 0.9m for non-classification. Besides, the 10% error related to the measurement water depth can be satisfied for more than 85% in situ data points. Otherwise, the 10% relative error can reach more than 97%, 69%, and 51% data points at class 4, 5, and 6 respectively if supervised classification is applied. Meanwhile, we also find that the unsupervised classification can get more accuracy to estimate water depth with standard error less than 0.63, 0.93, and 0.68m at class 4, 5, and 6 respectively.