• International Journal of Contents
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• 제7권2호
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• pp.11-16
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• 2011

In this paper, we develop a mobile MAP open API using HTML5 local storage and the W3C geolocation API. The mobile MAP open API consists of the basic JavaScript MAP API, offline navigation API, and multimedia POI (mPOI) API. The basic JavaScript MAP API creates a map and controls, rotates, and overlays data on the map. The offline navigation API is developed using HTML5 local storage and web storage. The mobile web application downloads and stores mPOIs of works of art to local storage or web storage from a web server. The mPOI API is developed using HTML5 video and audio APIs. We develop a mobile art park guidance application using the developed mobile MAP open API.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제6권8호
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• pp.1894-1912
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• 2012

This paper proposes a system called Wireless Link based on Global Communication Channel (WLGCC) to enhance the spectrum sharing between digital broadcasting (DB) services and the cognitive radio (CR) system in the licensed band of 470-790 MHz. The WLGCC aims to enhance the spectrum sensing and geolocation database (GLD) spectrum sharing methods in the CR system. Spectrum sensing can be enhanced by receiving the status of the used frequencies from the WLGCC, thereby eliminating the need for a low detection threshold (i.e., avoiding the hidden node problem). In addition, the GLD can be enhanced by providing a reliable communication link between the database and the CR device in the form of an unused TV white space that is reserved as the proposed Global Communication Channel (GCC). This paper analyzes the coexistence of the new WLGCC system and the DB service in terms of avoiding additional interference. Specifically, we mathematically determine the WLGCC parameters, such as the in-band and out-of-band power levels, and operation coverage, and verify them using Monte Carlo simulation. The results show that WLGCC does not degrade the existing DB service and reliably transmits information of the vacant (or used) frequency bands to the CR.

• 한국통신학회:학술대회논문집
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• 한국통신학회 2006년도 하계종합학술발표회 논문 초록집
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• pp.559-559
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• 2006

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제14권3호
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• pp.1337-1362
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• 2020

Advances in localization-based technologies and the increase in ubiquitous computing have led to a growing interest in location-based applications and services. High accuracy of the position of a wireless device is still a crucial requirement to be satisfied. Firstly, the rapid development of wireless communication technologies has affected the location accuracy of radio monitoring systems employed locally and globally. Secondly, the location is determined using standard complex computing methods and needs a relatively long execution time. In this paper, two geolocalization techniques, based on trigonometric and CORDIC computing processes, are proposed and implemented for Bluetooth-based indoor monitoring applications. Theoretical analysis and simulation results are investigated in terms of accuracy, scalability, and responsiveness. They show that the proposed techniques can locate a target wireless device accurately and are well suited for timing estimation.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2008년도 International Symposium on Remote Sensing
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• pp.328-331
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• 2008

It is possible to extract qualified ground control points (GCPs) solely from SAR data without published maps. TerraSAR-X is now in orbit and provides valuable data that have one of the highest spatial resolutions among civilian SAR systems. In this study, a sophisticated method for GCP coordinate extraction from TerraSAR-X stripmap mode data with a 3 m resolution was tested and the quality of the extracted GCPs was evaluated. An inverse-geolocation algorithm was applied to obtain GCPs from TerraSAR-X data. SRTM 90m DEM was used as an auxiliary data set for azimuth time correction of the SAR data. Mean values of the distance errors were 0.11 m and -3.96 m with standard deviations of 6.52 m and 5.11 m in easting and northing, respectively. The result is one of the best among GCPs possibly extracted from current civilian remote sensing systems. The extracted GCPs were used for geo-rectification of an IKONOS image, which demonstrated the applicability of the GCPs to geo-rectification of high resolution optic image. The method used in this study can be applied to KOMPSAT-5 for geo-rectification of high-resolution optic images acquired by KOMPSAT-2 or follow-up missions.

• 한국정보처리학회:학술대회논문집
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• 한국정보처리학회 2010년도 추계학술발표대회
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• pp.381-384
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• 2010

최근 휴대전화의 고성능화와 네트워크 인프라의 발달로 언제 어디서나 인터넷 접속이 가능한 유비쿼터스 환경이 조성됨에 따라 LBS 응용정보 서비스 산업이 크게 성장하고 있다. 본 논문에서는 방문자의 IP Address를 통해 사용자의 Geolocation 데이터를 획득하고 Google Map API를 사용하여 사용자의 현 위치와 주변의 편의시설 위치를 지도에 표시하며 편의시설 이용 정보를 공유할 수 있는 소셜 네트워킹 사이트를 설계하고 구현하였다.

• 한국위성정보통신학회논문지
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• 제10권4호
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• pp.146-150
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• 2015

COSPAS-SARSAT 위원회에서는 2000년 이후부터 새롭게 발사되는 미국, EU, 러시아의 중궤도 항법위성에 탐색구조 탑재체를 탑재하여 중궤도 탐색구조(MEOSAR) 서비스를 제공키로 결정하였다. 비컨에서 송출되는 조난신호는 비컨 상공의 각 위성들에 각기 다른 도달시간과 도플러 주파수를 가지고 도달하며, 이를 바로 중궤도 수신국(MEOLUT)으로 전달한다. 중궤도 수신국에서는 적어도 3~4개의 위성을 동시에 추적하여 조난신호를 전달받고, 조난신호 간 TDOA(Time Difference of Arrival)와 FDOA(Frequency Difference of Arrival)를 이용하여 비컨의 위치를 추정한다. 그러나 비컨은 임의의 시간에 50초 간격으로 조난신호를 송출하므로, 대형 조난상황에서 비컨 신호가 겹치는 현상이 나타날 수 있고, 겹쳐진 비컨 신호들을 COSPAS-SARSAT에서 개발하고 있는 현재 방식으로 모든 비컨 위치를 추정하는 것은 어렵다. 따라서 여기에서는 이를 해결하기 위한 방안으로 CAF MAP 알고리즘을 소개하고, COSPAS-SARSAT 시스템의 성능 요구사항을 만족시킬 수 있도록 MCAF MAP 기법을 제안하고, 그 성능을 나타낸다.

• 한국통신학회논문지
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• 제42권3호
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• pp.661-672
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• 2017

본 논문은 지구를 구체(Sphere)로 모델링하고, 좌표계 변환 없이 위경도 좌표계에서 지구 곡률이 고려된 곡선형태의 신호방향선(Line Of Bearing, LOB)을 이용하여 비선형 최소제곱법(Nonlinear Least Squared Estimator, NLSE)으로 고정형 신호원의 위치를 추정하는 방법을 소개한다. 그리고 추가적으로 지구를 타원체(Ellipsoid)로 모델링하여 위치추정성능을 개선하는 방법을 제안한다. 모의실험을 통해 지구 곡률이 고려된 곡선 LOB를 이용하는 NLSE 방법이 기존 삼각측량법(Triangulation Method) 대비 우수한 위치추정 성능을 가짐을 보이고 타원체 모델을 이용하여 위치추정성능을 개선함을 보인다.

• 전자공학회논문지
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• 제52권4호
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• pp.184-193
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• 2015

TDOA(Time Difference of Arrival) 기반 수동형 전자감시장비는 이격 동작하는 다수의 수신기에서 수신되는 전자파 신호의 펄스도착시간인 TOA(Time of Arrival) 정보를 이용하여 신호원의 공간상 위치를 탐지한다. 수신기 간 이격 거리 대비 신호원에서 방사되는 신호의 PRI(Pulse Repetition Interval)가 크지 않을 경우 TDOA 기반 위치탐지를 위한 각 수신기에서의 동일 펄스쌍 선정에 모호성이 발생될 수 있다. 본 논문에서는 이격 동작하는 각 수신기에서 수신한 펄스들과 신호원간의 순시방향탐지결과인 AOA(Angle of Arrival)를 이용하여 펄스 선택의 모호성을 신호원의 위치와 신호원으로부터 수신한 펄스들과의 TDOA 최적화 문제로 변경하고 이를 유전 알고리즘 기반으로 TDOA 기반 위치탐지 과정에서 발생될 수 있는 동일 펄스선택 모호성을 최소화할 수 있는 새로운 기법을 제안하며, 다양한 모의실험을 통해 제안된 기법의 성능을 분석하였다.

• 대한원격탐사학회지
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• 제24권5호
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• pp.483-496
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• 2008

Qualified ground control points (GCPs) are required to construct a digital elevation model (DEM) from a pushbroom stereo pair. An inverse geolocation algorithm for extracting GCPs from ERS SAR data and the SRTM DEM was recently developed. However, not all GCPs established by this method are accurate enough for direct application to the geometric correction of pushbroom images such as SPOT, IRS, etc, and thus a method for selecting and removing inaccurate points from the sets of GCPs is needed. In this study, we propose a method for evaluating GCP accuracy and winnowing sets of GCPs through orientation modeling of pushbroom image and validate performance of this method using SPOT stereo pair of Daejon City. It has been found that the statistical distribution of GCP positional errors is approximately Gaussian without bias, and that the residual errors estimated by orientation modeling have a linear relationship with the positional errors. Inaccurate GCPs have large positional errors and can be iteratively eliminated by thresholding the residual errors. Forty-one GCPs were initially extracted for the test, with mean the positional error values of 25.6m, 2.5m and -6.1m in the X-, Y- and Z-directions, respectively, and standard deviations of 62.4m, 37.6m and 15.0m. Twenty-one GCPs were eliminated by the proposed method, resulting in the standard deviations of the positional errors of the 20 final GCPs being reduced to 13.9m, 8.5m and 7.5m in the X-, Y- and Z-directions, respectively. Orientation modeling of the SPOT stereo pair was performed using the 20 GCPs, and the model was checked against 15 map-based points. The root mean square errors (RMSEs) of the model were 10.4m, 7.1m and 12.1m in X-, Y- and Z-directions, respectively. A SPOT DEM with a 20m ground resolution was successfully constructed using a automatic matching procedure.