• 한국전자파학회논문지
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• 제15권4호
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• pp.327-334
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• 2004

최근 빠르게 발전하고 있는 이동통신 서비스는 보다 만족스럽고 보다 우수한 성능의 무선 통신용 필터나 다이플렉서 혹은 트리플렉서와 같은 멀티플렉서를 요구하고 있다. 다이플렉서는 수신된 신호를 고주파와 저주파신호로 각각 분리하여 주는 소자로서 듀얼모드 단말기에 쓰이는 것으로 이미 잘 알려져 있다. 트리플렉서는 수신된 신호를 각각 세 개의 대역 즉 AMPS, GPS, US-PCS 등으로 구분하여 주는 소자로서 최근 서비스를 시작한 GPS 기능을 추가시키기 위한 triple-mode 소자라 할 수 있다. 하지만 GPS 대역(1.575 ㎓)과 US-PCS(1.85 ㎓∼l.91 ㎓) 대역이 서로 간섭을 일으킬 만큼 가깝기 때문에 각 출력단간의 Isolation 특성을 강화하는데 주력을 하였다. 본 연구에서 트리플렉서는 무라타 사의 인덕터와 캐패시터를 사용하였고, Agilent 사의 ADS를 이용하여 설계하였으며, 측정시 Agilent사의 VNA 8510C를 사용하여 측정하였다.

• 제어로봇시스템학회논문지
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• 제17권1호
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• pp.61-67
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• 2011

The GPS new civil signal is modulated on the L2 carrier at a frequency of 1227.6MHz. The L2C signal is composed of two multiplexed code signals, which include CM code with a 10,230 chip sequency repeating every 20ms, and CL code which has a 767,250 chip sequency repeating every 1.5 seconds. Thus, the new civil signal have much improved cross correlation properties so that the position fixing can be possible even with very weak signals. However, it requires very long acquisition time because of its long code length. This paper presents an efficient signal acquisition method for L2C AGPS receiver. Snapshot mode and coarse time assistance are assumed and total integration time is given by 1.5 sec. By SNR worksheet and computer simulation, it is proven that L2C signal can be acquired with very weak power less than -150dBm. Considering the acquisition time and the sensitivity, it is recommended that the highest power signal is acquired with CM code first to reduce TTFF. By the timing synchronization, at this time, search space of the code phase for other signals can be greatly reduced so that CL code can be used in signal acquisition to maximize sensitivity with small computation.

• Korean Journal of Geomatics
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• 제5권1호
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• pp.43-49
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• 2005

It is well known that GPS technique can be used for high accuracy leveling positioning if a precise geoid model is available to use at a surveying point. In this study, KOGD2003 geoid model was developed in and around Korean peninsula and this geoid model could be achieved by combining GPS/leveling data with the formerly developed KOGD2002. To this end, the software for orthometric height obtaining and geodetic datum transformation has been implemented with the visual C++ language, what we called GPS-GeoL v.1.0. In order to evaluate the performance and the accuracy of the software, GPS field tests were carried out in the Korean second-order leveling network over Chollabukdo area. Results of the tests have shown that the mean value of the differences between outputs of the software developed in this research and officially announced orthometric heights by NGII (National Geographic Information Institute) was 0.0221 m and also those of RMS was 0.0332 m. Therefore, it was possible to conclude that the KOGD2003 and GPS-GeoL v.1.0 software could be used to determine orthometric heights for civil construction field applications with cm-level accuracy.

• 해양환경안전학회지
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• 제21권3호
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• pp.234-239
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• 2015

This paper focuses on analyzing the modern warfare and weapon systems supported by improved GPS informations. The GPS capability was investigated through the real experimental test for verifying the most recent GPS features under its modernization processing. And then it was verified that such capabilities, accuracy and availability, of a typical L1, C/A code GPS receiver are equivalent to the military receiver's ones. It was also sure that the influence of GPS improved informations on NCW(Network-Centric Warfare), PGM(Precision Guided Munition) and C4SIR(Command, Control, Communications, Computers, Intelligence, Surveillance and Reconnaissance) should be increased and the modern warfare may be strongly dependent on GNSS informations.

• 한국항행학회논문지
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• 제13권3호
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• pp.311-318
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• 2009

본 논문에서는 GPS L1 신호와 Galileo E1/E5a 신호를 통합 처리하는 소프트웨어 수신 플랫폼 개발에 관한 연구를 설명한다. 급변하고 다양화 되는 GNSS시스템의 현 상황에서 소프트웨어 수신 플랫폼은 새로운 신호 처리에 대한 연구를 그 특성에 맞는 프로그램 수정만으로 가능하게 한다. 논문에서는 샘플링된 중간 주파수데이터로부터 MATLAB 툴을 이용하여 GPS L1 및 Galileo E1/E5a 신호를 통합적으로 처리하는 GPS/Galileo L1/E1/E5a 통합 수신 소프트웨어 플랫폼의 구조를 설명하고 구현된 플랫폼을 이용하여 데이터를 처리한 결과를 살펴본다. 구현된 프로그램은 기능과 역할에 따라서 모듈화 되었으며 각 모듈은 위성신호에 따라서 필요한 기능을 선택적으로 활용할 수 있도록 구성된다. 구현된 플랫폼은 GPS 신호의 경우 L1 C/A 코드를 이용한 항법해를 계산하고, Galileo E1/E5a 신호에 대해서는 항법 데이터를 추출하도록 구현되었다. GPS/Galileo 실제 위성의 신호 데이터를 이용하여 테스트 하였다.

• 한국항행학회논문지
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• 제15권1호
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• pp.32-38
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• 2011

본 논문에서는 기만신호에 의해 발생되는 코드추적 및 주파수추적 오차를 시뮬레이션을 통하여 분석하였다. 우선 기만신호의 종류와 방법을 분류하였다. 일반적으로 기만기는 GPS 수신기의 위치와 속도를 완벽하게 알아낼 수 없기 때문에 분류된 방법 중에서 일정 지역을 검색하는 탐색형 기만방법이 사용됨을 가정하여 시뮬레이션을 수행하였다. GPS 항법해는 코드추적 및 주파수추적 성능에 의해서 결정되므로 기만신호에 의한 두 추적루프의 오차 분석을 통해 영향을 평가할 수 있다. 평가결과 GPS신호 및 추적루프가 내재한 항기만 특성으로 대부분의 경우에서 신호추적오차는 증가하였으나 완전한 기만은 이루어지지 않음을 확인하였다.

• 전자공학회논문지A
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• 제32A권10호
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• pp.8-17
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• 1995

Recently, in a variety of the application fields, it is interested in GPS receiver as the use of GPS(Global Positioning System) is increased. In this paer, we propose that a type of new receiver of a simple structure as GPS data receiver. This proposed receiver consists of RF stage, local C/A(Coarse/Acquisition) code generator, C/A code correlator, data demodulator and microprocessor controller as a GPS single channel data receiver using the L1 carrier . It is confirmed that the proposed receiver operates well as GPS raw data receiver through experiment.

• 수산해양기술연구
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• 제35권3호
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• pp.215-226
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• 1999

The experimented rangefinder consist of sets of V/A-Code GPS and sets of L1 C/A-code & carrier phase receivers connected by two spread spectrum radio modems in order to measure relative range and bearing between two ship antennas by real time, comparing and analyzing accuracy of both GPS receivers at the fix point on the land by means of executing zero baseline test by C/A code and by carrier phase as well as measuring distance range 5m, 10m, 15m between each other receivers. The results from the measurement of relative range and bearing are as follows as ;1. According to the results from zero baseline test, the average error by C/A-code receiver is less than 0.1m, which proves theories from published books but when each GPS receivers track different satellites, the range accuracy error becomes up to 100m by means of S/A. Because of this sudden wide range error, rangefinder is not appropriate at relative range measurement without additional modification of the algorism of the GPS receiver itself.2. According to relative range measurement by Carrier Phase and zero baseline test at static condition, the range error is less than 3.5cm in case that it passes more than 5 minutes after GPS sets can track simultaneously more than 6 satellites. Its main reason is understood that the phase center of antenna is bigger than geodetic antenna.3. When range measurement of two receivers from 5m, to 10m to 15m, the each range error is 0.340m, 0.190m, 0.011m and each standard variation is 0.0973m, 0.0884m, 0.0790m. The range error and standard variation are in inverse proportion to distance between two receivers. 4. L1 Carrier Phase GPS generally needs 5 minutes to fix and during this ambiguity search, the relative range and bearing angle is shown to be various.

• Journal of Positioning, Navigation, and Timing
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• 제1권1호
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• pp.65-75
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• 2012

We carry out an error analysis of 24-hour global positioning system (GPS)-very long baseline interferometry (VLBI) (GV) hybrid observation data. In this paper, we focus on the impacts of broadcast and final orbits on the GPS delays of the GV hybrid observation by analyzing the residuals, observed - calculated (O-C) values. The residuals show apparent and consistent biases for L1 and L2 signals, respectively. The scatters of the residuals are around a few nanoseconds. The main cause of those observation errors is the absence of the GPS phase and delay calibration system. Most of the satellites show that the differences between the delays, to which broadcast and final orbits are applied, are about 100 times smaller than the current GV hybrid observation errors. We conclude that GPS delays are not greatly affected by orbit accuracies.

• 제어로봇시스템학회논문지
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• 제22권10호
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• pp.869-875
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• 2016

In this paper, a novel scheme with which to mitigate a repeat-back jamming effect is proposed for the GPS L1 coarse/acquisition signal. The proposed scheme estimates the code tracking bias caused by repeat-back jamming signals using a Combined Pseudo-random noise signal. It then mitigates the repeat-back jamming effect by subtracting the estimated code timing on a normal correlation channel from the estimated value. Through a Monte-Carlo simulation, the proposed scheme can diminish the running average of code tracking bias to less than 10% of the bias using the conventional scheme.