• 한국측량학회지
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• 제28권2호
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• pp.289-295
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• 2010

양산단층은 한반도의 남동쪽에 위치한 길이 170km 이상의 대규모 단층이며, 지질학적으로 한반도에서 가장 최근에 형성된 중요한 구조대 가운데 하나이다. 또한 지진학적 관점에서 볼 때, 과거로부터 수많은 지진 기록이 존재하고 있어 활성단층의 여부에 대한 논란이 계속 되고 있다. 이에 본 연구에서는 한국지질자원 연구원의 양산 GPS 상시관측소로부터 수신된 GPS 자료를 정밀절대측위 방법으로 처리하고, 처리결과를 이용하여 양산상시관측소의 이동속도를 계산하였다. 연구결과 양산지역이 방위각 약 $126^{\circ}$의 49mm/year 속도로 이동하고 있음을 알 수 있었으며, 이러한 결과는 단층지역의 지구물리 해석에 기초자료로 활용이 가능할 것으로 기대된다.

• 한국지능시스템학회:학술대회논문집
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• 한국퍼지및지능시스템학회 1995년도 추계학술대회 학술발표 논문집
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• pp.211-217
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• 1995

Conventional linear control fails to provide precise positioning of a control object under the influence of friction, deadzone, saturation, etc. This paper proposes a high-precision control scheme for a precise point-to-point positioning system, called an X-Y table, even under the same influences above. The proposed scheme is composed of a fuzzy precompensator and a PD controller. The fuzzy precompensator is employed to improve the performance of the PD controller. Its fuzzy rules are obtained from experimental evolutionary programming (EP), not from an expert. The effectiveness of the scheme is demonstrated by experiments on the X-Y table. with a positioning error of within 1$\mu\textrm{m}$.

• 대한공간정보학회지
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• 제22권1호
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• pp.47-54
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• 2014

휴대용 단말에 간편하게 구현 가능하도록 GPS의 코드의사거리 관측치 기반의 정밀단독측위(PPP; Precise Point Positioning) 알고리즘을 개발하고 그 성능을 검증하였다. PPP에 필요한 기본 모델로 그룹 딜레이, 상대성 효과, 위성안테나 위상중심오프셋 보정모델을 적용하였다. 위성 궤도와 시계오차는 IGS(International GNSS Service) 공식 산출물에 최적의 알고리즘을 통해 보간하고, 대류권과 전리층 오차는 각각 과학기술용 GPS 자료처리 소프트웨어로 산출한 참값과 GIM(Global Ionosphere Model)을 사상함수를 적용해 시선방향 오차로 변환해 적용하였다. 개발된 알고리즘을 4일간 테스트한 결과 수평오차는 0.8~1.6m, 수직오차는 1.6~2.2m 수준으로 나타났다. 이는 DGPS 측위결과와 유사한 성능으로 향후 PPP 알고리즘의 추가개선이 이루어질 경우 다양한 측량 및 위치기반서비스 분야에 활용 가능할 것으로 기대된다.

• Structural Engineering and Mechanics
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• 제89권6호
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• pp.589-599
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• 2024

This study presents the usability of the high-rate single-frequency Precise Point Positioning (SF-PPP) technique based on 20 Hz Global Positioning Systems (GPS)-only observations in detecting dynamic motions. SF-PPP solutions were obtained from post-mission and real-time GNSS corrections. These include the International GNSS Service (IGS)-Final, IGS real-time (RT), real-time MADOCA (Multi-GNSS Advanced Demonstration tool for Orbit and Clock Analysis), and real-time products from the Australian/New Zealand satellite-based augmentation systems (SBAS, known as SouthPAN). SF-PPP results were compared with LVDT (Linear Variable Differential Transformer) sensor and single-frequency relative positioning (SF-RP) solutions. The findings show that the SF-PPP technique successfully detects the harmonic motions, and the real-time products-based PPP solutions were as accurate as the final post-mission products. In the frequency domain, all GNSS-based methods evaluated in this contribution correctly detect the dominant frequency of short-term harmonic oscillations, while the differences in the amplitude values corresponding to the peak frequency do not exceed 1.1 mm. However, evaluations in the time domain show that SF-PPP needs high-pass filtering to detect accurate displacement since SF-PPP solutions include trends and low-frequency fluctuations, mainly due to atmospheric effects. Findings obtained in the time domain indicate that final, real-time, and MADOCA-based PPP results capture short-term dynamic behaviors with an accuracy ranging from 3.4 mm to 8.5 mm, and SBAS-based PPP solutions have several times higher RMSE values compared to other methods. However, after high-pass filtering, the accuracies obtained from PPP methods decreased to a few mm. The outcomes demonstrate the potential of the high-rate SF-PPP method to reliably monitor structural and earthquake-induced ground motions and vibration frequencies of structures.

• Journal of Positioning, Navigation, and Timing
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• 제1권1호
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• pp.59-64
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• 2012

Precise Point Positioning (PPP) has been widely used in navigation and orbit determination applications as we can obtain precise Global Positioning System (GPS) satellite orbit and clock products. Kinematic PPP, which is based on the GPS measurements only from the spaceborne GPS receiver, has some advantages for a simple precise orbit determination (POD). In this study, we developed kinematic PPP technique to estimate the orbits of GRACE-A satellite. The comparison of the mean position between the JPL's orbit product and our results showed the orbit differences 0.18 cm, 0.54 cm, and 0.98 cm in the Radial, in Along-track, and Cross-track direction respectively. In addition, we obtained the root mean square (rms) values of 4.06 cm, 3.90 cm, and 3.23 cm in the satellite coordinate components relative to the known coordinates.

• 한국정보통신학회논문지
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• 제22권6호
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• pp.910-915
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• 2018

미국의 GPS, 러시아의 GLONASS, 유럽의 Galileo, 중국의 Beidou 등과 같은 GNSS(Global Navigation Satellite System)의 핵심요소인 정밀 시각은 전 세계에서 다양한 경제적 활동의 중요한 근간이 되어 있다. 통신시스템, 전력 그리드, 금융 네트워크 등은 기본적인 작동 원리의 근간뿐만 아니라 작업들 간의 동기와 운영적 효율을 위해 정밀 시각을 기반으로 동작한다. 본 논문에서는 GNSS 신호 관측을 통해 클럭의 오류(클럭 솔루션)를 계산하는 방법인 정밀 절대측위 기법을 구현한 벨기에의 아토미움을 국내에서 처음으로 소개하고 한국표준과학연구원 관측 데이터를 적용하여 클럭 솔루션을 추출한 결과를 제시한다.

• International Journal of Precision Engineering and Manufacturing
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• 제8권2호
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• pp.49-53
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• 2007

In this study, we investigated experimentally the potential of a planer positioning mechanism with three degrees of freedom using a flexure guide and an electromagnetic linear motor. The goal was to produce a multi-axis positioning system with nanometric resolution over a 1-mm stroke. An $X-Y-\theta$ stage was designed based on previous results from a single-axis prototype and was constructed with a flexure guide mechanism and voice coil motor type linear actuators. We examined the necessity of a driving method and control system to ensure high resolution for multi-axis positioning. Experiments were conducted to evaluate the performance, and the results confirmed the mechanism's potential; fine point-to-point (PTP) positioning was achieved over a 1-mm stroke, with a resolution of 2 nm for translation in X-Y and 0.01 asec for yaw in $\theta$.

• 한국측량학회지
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• 제35권6호
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• pp.471-484
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• 2017

GNSS 가강수량은 태풍이나 집중호우의 일기예보를 위한 중요한 요소로 인식되고 있으며, 가강수량을 수치예보 모델에 초기 입력값으로 적용하여 일기예보가 향상되는 연구가 국내${\cdot}$외로 발표되고 있다. 호우 관련 일기예보를 위해서는 가강수량이 실시간 또는 준실시간으로 제공되어야 하며 가강수량 자료의 정밀함과 무결성이 유지되어야 한다. 본 논문에서는 정밀절대측위를 이용한 준실시간 가강수량 산출 시스템 개발 과정에 대해 제시하였다. 이를 위하여 정밀절대측위의 대류권 지연 추정과 관련된 변수를 최적화하고 준실시간 GNSS 가강수량 시스템을 개발하였다. 시스템의 분석을 위해 정밀절대측위와 상대측위의 준실시간 가강수량 정밀도를 비교하였다. 비교결과 정밀절대 측위의 가강수량 정밀도가 상대측위 보다 낮게 산출되었지만 자료의 무결성 부분에서는 좋은 결과가 도출되었다. 향후에는 정밀절대측위 방식의 가강수량 정밀도를 높이는 연구가 필요할 것이다.

• Journal of Astronomy and Space Sciences
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• 제32권4호
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• pp.403-409
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• 2015

The Quasi-Zenith Satellite System (QZSS), a dedicated regional Japanese satellite system currently under development, was designed to complement the performance of the Global Positioning System (GPS). The high elevation angle of the QZSS satellite is expected to enhance the effectiveness of GPS in urban environments. Thus, the work described in this paper, aimed to investigate the effect of QZSS on GPS performance, by processing the GPS and QZSS measurements recorded at the Bohyunsan reference station in South Korea. We used these data, to evaluate the satellite visibility, carrier-to-noise density (C/No), performance of single point positioning, and Dilution of Precision (DOP). The QZSS satellite is currently available over South Korea for 19 hours at an elevation angle of more than 10 degrees. The results showed that the impact of the QZSS on users' vertical positioning is greatest when the satellite is above 80 degrees of elevation. As for Precise Point Positioning (PPP) performance, the combined GPS/QZSS kinematic PPP was found to improve the positioning accuracy compared to the GPS only kinematic PPP.

• Journal of Positioning, Navigation, and Timing
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• 제11권4호
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• pp.251-261
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• 2022

The Centimeter Level Augmentation Service (CLAS) is the Precise Point Positioning (PPP) - Real Time Kinematic (RTK) correction service utilizing the Quasi-Zenith Satellite System (QZSS) L6 (1278.65 MHz) signal to broadcast the Global Navigation Satellite System (GNSS) error corrections. Compact State-Space Representation (CSSR) corrections for mitigating GNSS measurement error sources such as satellite orbit, clock, code and phase biases, tropospheric error, ionospheric error are estimated from the ground segment of QZSS CLAS using the code and carrier-phase measurements collected in the Japan's GNSS Earth Observation Network (GEONET). Since the CLAS service begun on November 1, 2018, users with dedicated receivers can perform cm-level precise positioning using CSSR corrections. In this paper, CLAS-based VRS-RTK performance evaluation was performed using Global Positioning System (GPS) observables collected from the refence station, TSK2, located in Japan. As a result of performing GPS-only RTK positioning using the open-source software CLASLIB and RTKLIB, it took about 15 minutes to resolve the carrier-phase ambiguities, and the RTK fix rate was only about 41%. Also, the Root Mean Squares (RMS) values of position errors (fixed only) are about 4cm horizontally and 7 cm vertically.