• Earthquakes and Structures
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• 제13권1호
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• pp.17-27
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• 2017

In this study, the characteristics of site amplification at seismic observation stations in Japan were estimated using the attenuation relationship of each station's response spectrum. Ground motion records observed after 32 earthquakes were employed to construct the attenuation relationship. The station correction factor at each KiK-net station was compared to the transfer functions between the base rock and the surface. For each station, the plot of the station correction factor versus the period was similar in shape to the graphs of the transfer function (amplitude ratio versus period). Therefore, the station correction factors are effective for evaluating site amplifications considering the period of ground shaking. In addition, the station correction factors were evaluated with respect to the average shear wave velocities using a geographic information system (GIS) dataset. Lastly, the site amplifications for specific periods were estimated throughout Japan.

• 한국항공운항학회지
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• 제18권1호
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• pp.11-18
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• 2010

GNSS(Global Navigation Satellite System) Ground Station performs GNSS signal acquisition and processing. This system generates error correction information and distributes them to GNSS users. GNSS Ground Station consists of sensor station which contains receiver and meteorological sensor, monitoring and control subsystem which monitors and controls sensor station, control center which generates error correction information, and uplink station which transmits correction information to navigation satellites. Monitoring and control subsystem acquires and processes navigation data from sensor station. The processed data is transmitted to GNSS control center. Monitoring and control subsystem consists of data acquisition module, data formatting and archiving module, data error correction module, navigation determination module, independent quality monitoring module, and system maintenance and management module. The independent quality monitoring module inspects navigation signal, data, and measurement. This paper introduces independent quality monitoring and performs the analysis using measurement data.

• Journal of Positioning, Navigation, and Timing
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• 제4권4호
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• pp.187-193
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• 2015

A maritime Differential Global Positioning System (DGPS) reference station broadcasts correction information to users having a DGPS receiver so that the navigation performance can be improved. A maritime DGPS reference station consists of a reference station (RS) that generates and broadcasts correction information, an integrity monitor (IM) that monitors the integrity of correction information, and a control station (CS) that controls them. A maritime DGPS reference station is continuously operated for 24 hours, and thus improvement in the ease of operation is a major element that can improve the performance of the system. In this study, a configuration of a maritime DGPS reference station that can improve the ease of operation and a relevant protocol were proposed, and an example of the implementation of the proposed system was presented.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1993년도 한국자동제어학술회의논문집(국내학술편); Seoul National University, Seoul; 20-22 Oct. 1993
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• pp.799-804
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• 1993

In this paper, the scheme of combining the orbit correction and attitude control of a 3-axis stabilized satellite is suggested. Being coupled and complimentary, it is preferable to achieve the required orbit correction and the desired attitude control simultaneously. A solution of the probes simultaneous control of orbit correction and attitude of a satellite, is obtained by solving the two point boundary value problem numerically. The first-order gradient algorithm is used to solve the numerical problem. The simulation results show that the East-West station keeping process with the combined system of an orbit correction and an attitude control is satisfactory.

• Journal of Positioning, Navigation, and Timing
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• 제12권2호
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• pp.141-148
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• 2023

In this paper, impacts of tropospheric delay gradient correction on PPP positioning performance were analyzed. A correction for tropospheric delay error due to the gradient was created and applied using external data, and reference station data were collected on a sunny day and a rainy day to analyze the GPS only dual-frequency PPP positioning results. As a result, on the sunny day, the convergence time was about 35 minutes and the final 3D position error was 10 cm, regardless of whether the correction for the tropospheric delay error by the gradient was applied. On the other hand, on the rainy day, the 3D position error converges only when the correction was applied, and the convergence time was about 34 minutes. Furthermore, the final 3D position error was improved from 30 cm to 10 cm. In addition, the analysis of the PPP by reference station location on the rainy day showed that the PPP positioning performance was improved when the correction was applied to a user located in an area where the weather changes.

• Journal of Positioning, Navigation, and Timing
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• 제4권2호
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• pp.79-85
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• 2015

Existing Differential GPS (DGPS) pseudorange correction (PRC) generation techniques based on a virtual reference station cannot effectively assign a weighting factor if the baseline distance between a user and a reference station is not long enough. In this study, a virtual reference station DGPS PRC generation technique was developed based on an enhanced inverse distance weighting method using an exponential function that can maximize a small baseline distance difference due to the dense arrangement of DGPS reference stations in South Korea, and its positioning performance was validated. For the performance verification, the performance of the model developed in this study (EIDW) was compared with those of typical inverse distance weighting (IDW), first- and second-order multiple linear regression analyses (Planar 1 and 2), the model of Abousalem (1996) (Ab_EXP), and the model of Kim (2013) (Kim_EXP). The model developed in the present study had a horizontal accuracy of 53 cm, and the positioning based on the second-order multiple linear regression analysis that showed the highest positioning accuracy among the existing models had a horizontal accuracy of 51 cm, indicating that they have similar levels of performance. Also, when positioning was performed using five reference stations, the horizontal accuracy of the developed model improved by 8 ~ 42% compared to those of the existing models. In particular, the bias was improved by up to 27 cm.

• Journal of Positioning, Navigation, and Timing
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• 제3권1호
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• pp.25-30
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• 2014

Differential Global Positioning System-Correction Projection (DGPS-CP) algorithm, which has been suggested as a method of correcting pre-calculated position error by projecting range-domain correction to positional domain, is a method to improve the accuracy performance of a low price GPS receiver to 1 to 3 m, which is equivalent to that of DGPS, just by using a software program without changing the hardware. However, when DGPS-CP algorithm is actually realized, the error is not completely eliminated in a case where a reference station does not provide correction of some satellites among the visible satellites used in user positioning. In this study, the problem of decreased performance due to the difference in visible satellites between a user and a reference station was solved by applying the Multifunctional Transport Satellites (MTSAT) based Augmentation System (MASA) correction to DGPS-CP, instead of local DGPS correction, by using the Satellite Based Augmentation System (SBAS) operated in Japan. The experimental results showed that the accuracy was improved by 25 cm in the horizontal root mean square (RMS) and by 20 cm in the vertical RMS in comparison to that of the conventional DGPS-CP.

• 한국정보통신학회논문지
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• 제10권5호
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• pp.921-927
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• 2006

기존 DGPS 시스템은 기준국과 이동국의 전송 매체를 RF방식 의 무선모뎀 및 유 무선 TCP/IP의 인터넷을 사용한다. 이에 따른 보정신호의 전송거리 제한 및 전송지연 등의 여러 가지 문제점으로 인해 실제 사용자가 활용 시에는 상당한 오차가 발생한다. 현재의 무선 네트워크 기술과 이동통신의 발달은 DGPS시스템을 기존의 무선망과 CDMA의 이동 통신망을 이용하는 네트워크 환경으로의 변화를 초래하게 한다. 따라서 본 논문에서는 기존 DGPS 시스템을 휴대전화의 CDMA 통신망 기반의 보정신호 전송기법을 제안하고, 각 수신기의 보정신호 전송매체를 대체할 수 있는 방법으로 각 수신기와 연동하는 CDMA 통신망을 이용한 DGPS 인터페이스 모듈을 위한 전반적인 이동통신 환경을 설계 및 구현한다. DGPS 인터페이스 모듈은 각 기준국과 이동국 수신기 사이의 인터페이스 장치로서 CDMA통신망 기반의 직렬포트를 통해 무선 통신망으로 보정신호의 전송을 가능하게 한다. 기준국의 모듈은 위성에서 수신한 보정신호를 휴대전화를 통해 이동국에 전송하며, 이동국의 모듈은 CDMA 통신망을 통해 수신한 보정신호와 자신이 수신한 신호를 보정하여 필요한 신호를 추출하여 인터페이스 모듈의 LCD에 디스플레이 하여 사용자가 필요한 정보를 추출하여 이용하는 장비이다. 그리고 이동국의 보정신호는 보정신호 전송, 실시간 정밀 측위, 무선 네트워크 서비스 등의 서버 시스템을 구축하여 사용자들에게 컨텐츠 서비스 형태로 널리 활용할 수 있을 것으로 예상된다.

• 한국정보통신학회:학술대회논문집
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• 한국해양정보통신학회 2002년도 춘계종합학술대회
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• pp.197-200
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• 2002

기존 DGPS는 고가의 장비인 RF방식의 무선 모뎀을 사용함으로써 사용자의 무선국 허가, 전파의 지리적 장애물에 의한 영향, 전송거리의 제한, 주파수 혼신, 주파수 자원의 유한성 등의 문제점이 있다. 따라서 본 논문에서는 이런 문제점을 해결하기 위해서 각 DGPS 수신기의 무선 모델을 대체할 수 있는 방법으로 휴대전화를 이용한 DGPS 수신기와의 보정신호 전송기법을 제안하고, DGPS 수신기와 휴대전화 간의 연동을 위한 IM(Interface Module)의 개발에 관한 연구이다. IM은 DGPS 수신기와 휴대전화 간의 인터페이스 모듈로서 RS-232 포트와 모뎀 통신 제어를 통한 보정신호의 전송을 가능하게 한다. 기준국의 IM은 DGPS 수신기와 휴대전화를 통해 이동국에 보정신호를 전송하기 위하여 RS-232 포트와 모뎀을 초기화하고 응답 모드로 대기하며, 이동국의 IM은 RS-232 포트와 모뎀을 초기화 한 후 기준국과 연결(Hand Shaking)를 요구하고, 연결 선정이 완료된 후 송수신 된 보정신호를 이용하여 이동국은 상대 측위를 통한 정화한 측위가 이루어진다.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2002년도 Proceedings of International Symposium on Remote Sensing
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• pp.291-291
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• 2002

DGPS(Differential Global Positioning System) and RTK(RealTime Kinematic) is in one of today's most widely used surveying techniques. But It's use is restricted by the distance between reference station and rover station and it is difficult to process data in realtime by it's own orgnizational limitation in precise measurement of positioning. To meet these new demands, In This paper, new DGPS and RTK correction data services through Internet and PSTN(Public Switched Telephony Network) have been proposed. For this purpose, we implemented performance a DGPS and RTK error correction data transmission system for long-distance using the internet and PSTN network which allows a mobile user to increase the distance at which the rover receiver is located from the reference in realtime. and we analyzed and compared DGPS and RTK performance by experiments through the Internet and PSTN network with the distance and the time.