• Proceedings of the Korea Information Processing Society Conference
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• 2010.11a
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• pp.1647-1650
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• 2010

다양한 옥내 측위 방법이 연구 발표되었다. 그 중에서 무선근거리통신망을 이용하는 방법은 측위를 위한 별도의 특수 장비를 요구하지 않기 때문에 실용적이다. 무선근거리통신망 기반 옥내 측위에서는 지문방식과 신호세기를 거리로 환산하여 사용하는 방법이 가장 흔히 사용되는 두 가지 방법이다. 지문방식은 시간과 노력이 많이 소요되는 준비단계가 필요하지만 신호세기를 거리로 환산하여 사용하는 방법보다 정확한 반면, 신호세기를 거리로 환산하여 사용하는 방법은 구현하기가 용이하지만 오차가 심하다. 때때로 지문방식 조차도 실제 응용에 적용되기에 부적절할 만큼 오차가 커, [1]은 일종의 지문방식인 K-NN (K nearest neighbors) 방법의 오차를 개선하기 위한 파티클 필터를 소개하였다. 칼만 필터도 역시 K-NN 옥내 측위의 정확도 개선을 위하여 사용된 바 있다. 본 논문은 K-NN 방법의 정확도 개선에 있어 칼만 필터와 파티클 필터의 성능을 비교하는 실험 결과를 소개한다.

• Journal of the Korean Society of Fisheries and Ocean Technology
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• v.37 no.3
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• pp.181-189
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• 2001

This paper describes the positioning accuracy of GPS moduls (KGP9800C, KiRyung) which need to record the operating position of fishing boat as realtime processing in order to develope auto recording system of fishing boat's operating information, and then it's positioning accuracy for DGPS receiver (MGP-100D, Shin-A) and DGPS beacon (GP-36, Furuno) were analyzed. Futhermore, it was examined the positioning error of the GPS module with processing algorithm to minimize the effect of the signal fluctuations. The results indicate that the positioning error is able to decrease 5m as 2drms, and such improvement of positioning performance for GPS module (KGP9800C) can be provide the basic design data in the development of the auto recording system of fishing boat's operating information.

• Journal of the Korean Society of Fisheries and Ocean Technology
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• v.25 no.1
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• pp.1-5
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• 1989

A number of studies for the improvement of the accuracy of NNSS fix were carried out previously. But most studies were done when a ship was stationary at the fixed position. To investigate the accuracy of NNSS fix affected by the error of ship's speed and course when a ship was moving, the computer simulation was performed by each satellite, passing direction of satellite, and elevation angle. The obtained results are summarized as follows: 1. When elevation angle and passing direction of satellite were constant, there were little difference in the accuracy of NNSS fix from among those. 2. The accuracy of NNSS fox caused by the error of ship's speed was in proportion to the absolute value of it without regard to the magnitude of ship's speed, and it also became different according to the ship's course. 3. When the error of ship's speed was constant, the accuracy of the fixed position became different according to the passing direction of the satellite. 4. When the ship's course was south or north, the error of NNSS fix was greater than that of east or west, and the higher the elevation angle of the satellite, the greater the error of the NNSS fix.

• Information and Communications Magazine
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• v.30 no.11
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• pp.43-50
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• 2013

본고에서는 도심지역을 주행하고 있는 차량의 정확한 위치정보를 획득하기 위한 정밀 측위 시스템 기술과 개발현황을 소개한다. 그리고 위성항법 기반의 정밀 측위 시스템에서 발생하는 측위 오차를 줄이고 위성 신호의 음영지역에서도 차량의 정밀한 위치 결과를 얻기 위하여 차량용 센서를 융합하는 정밀 측위 기술과 개발현황을 알아본다.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.41 no.6
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• pp.640-651
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• 2016

We propose an effective ToA-based localization method considering accuracy in indoor environments. The purpose of the localization system is to estimate the coordinates of the geographic location of target device. In indoor environments, accurately estimating the location of a target device is not easy due to various errors. The accuracy of wireless localization is influenced by NLOS errors. ToA-based localization measures the location of a target device using the distances between a mobile device and three or more base stations. However, each of the NLOS errors along a distance estimated from a target device to a base station is different because of dissimilar obstacles. To accurately estimate the target's location, an optimized localization process is needed in indoor environments. In this paper, effective ToA-based localization method process is proposed for improving accuracy in wireless sensor networks. Performance evaluations are presented, and the experimental localization system results are proved through comparisons of various localization methods with the proposed methods.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.35 no.9A
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• pp.852-858
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• 2010

In this paper, the compensation algorithm for radiodetermination error using a concept of determination coordinator value of equivalent distance rate (CADE) is proposed, and the performance of the proposed algorithm is analyzed. As a result of the experiments, CADE improves the performance of the algorithm accuracy about 37.5% and 69.8% each in the inside and outside of 4 beacon nodes. Furthermore, the CADE is 76.3% excellent enough to compensate 2m or more of the radiodetermination error. It also confirms that CADE can be adapted to the wide range by installing only 4 beacon nodes according to the excellence of compensation performance besides the ranges of 4 beacon nodes. From the results, it is strongly considered that the proposed algorithm CADE can be used to the performance enhancement of radiodetermination systems using SDS-TWR.

• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.17 no.5
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• pp.200-209
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• 2018

This study proposed a method to select existing facilities as a landmark in order to reset accumulated errors of dead reckoning in a tunnel difficult to receive GNSS signals in automated driving. First, related standards and regulations were reviewed in order to survey 'variety' on shapes and installation locations as a feature of facilities. Second, 'recognition' on facilities was examined using image and Lidar sensors. Last, 'regularity' in terms of installation locations and intervals was surveyed through related references. The results of this study selected a fire fighting box / lamp (50m), an evacuation corridor lamp (300m), a lane control system (500m), a maximum / minimum speed limit sign and a jet fan as a candidate landmark to reset positioning errors. Based on those facilities, it was determined that error correction was possible. The results of this study are expected to be used in repositioning of automated driving vehicles in a tunnel.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.2D
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• pp.319-327
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• 2009

In order to estimate accurate position by GPS observations, it is prerequisite to define both of the correct function model and the realistic stochastic model. In the case that un-modeled outliers exist in observations, estimates become biased, and their standard deviations are unable to be used as a measure which represents their accuracy. Hence, such outliers should be appropriately removed from the observations before estimating final solutions, so that the accuracy can be maximized with the improvement of the reliability. For this purpose, this research deals with quality control and quality measure computation algorithms for GPS stand-alone positioning. After theoretical studies, all the algorithms have been implemented and tested with real observations. Results of the tests indicate that the reliability of the estimated position is improved by increasing redundancy as well as using good satellite geometry and more realistic stochastic model. Moreover, the adaptation of the quality control procedure enable to improve positioning reliability and accuracy by appropriately excluding outlier in observations.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.40 no.11
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• pp.2261-2270
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• 2015

GIS(Geographic Information System) based Positioning technique uses geographic information to predict which satellites are visible or invisible. GPS positioning has poor positioning accuracy in dense urban area where tall buildings block the satellite signals. In this paper, we proposed GIS based Advanced Positioning technique of Mobile GPS to resolve this problem. Particularly, this technique improves positioning accuracy in dense urban area. It is consist of ephemeris and GIS server. We will inversely estimate pseudorange by using NMEA-0183 output data of mobile GPS. After that, we can find more accurate position by using ephemeris and GIS information.

• Proceedings of the Korean Information Science Society Conference
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• 2006.06b
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• pp.319-321
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• 2006

위치기반서비스는 기본적으로 사용자의 위치를 파악해야 한다. 측위방법은 옥외용과 옥내용으로 구분되며, 옥외용에는 GPS 방법, 이동통신망을 이용한 방법, GPS와 이동통신망을 복합적으로 활용한 방법이 있고 옥내용에는 RF 신호를 이용한 RADAR가 있다. GPS 방법은 미 국방성의 선택적 제공 때문에 큰 오차가 불가피하다. 한편 RADAR 방식은 오차가 작으나 옥내에서만 적용이 가능하다. 근래에는 대학 캠퍼스마다 무선LAN을 서비스하지 않는 곳이 없다. 본 논문은 무선LAN용 AP의 신호의 세기(RSSI)를 이용하여 정확도를 제고하는 옥외 측위방법을 제안한다. GPS를 이용한 측위와 제안하는 RSSI를 이용한 방법의 정확도를 실험적으로 비교한 결과를 소개하고, GPS 데이터와 RSSI를 함께 고려한 측위 방법과의 비교 결과도 소개한다.