• 정보보호학회논문지
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• 제25권4호
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• pp.863-872
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• 2015

커널 루트킷은 운영체제의 컴포넌트 사이의 통신을 가로채거나 수정할 수 있기 때문에, 운영 체제의 무결성을 훼손시킬 수 있는 가장 위협적이고 널리 퍼진 위협 중 하나로 인식되고 있다. 커널 루트킷이 이미 커널 권한을 획득하였기 때문에 루트킷이 설치된 공간에서 커널을 보호하는 것은 안전하지 않다. 따라서 커널보호 시스템은 커널과 동일한 공간으로부터 독립적이어야만 한다. 루트킷을 탐지하기 위해 많은 연구들이 수행되어 왔지만 다른 연구들과 달리 TrustZone 기반 연구는 커널과 동일한 공간으로부터 분리되고, 독립된 공간에서 커널을 보호하는 것이 가능하다. 하지만 제안된 방법들은 커널보호 시스템을 완전히 독립시킬 수 없는 단점이 있다. 이러한 이유로, 우리는 TrustZone의 시큐어 타이머를 이용한 효율적인 커널 검사 시스템을 제안한다. 이 시스템은 레퍼런스의 무결성을 보장하기 위해 커널 원본 이미지인 vmlinux을 활용하여 측정하였다. 또한, 보호영역 크기에 대한 유연성을 제공함으로써 효율적으로 커널보호 시스템을 운영하는 것이 가능하다. 실험 결과들은 제안된 커널보호 시스템이 완전히 독립되어 운영되고, 런타임동안 최대 6%정도의 성능만 저하시킨다는 것을 보여준다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.86-95
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• 2006

Brillouin backscatter is a type of reflection that occurs when light is shone into an optical fibre. Brillouin reflections are very sensitive to changes in the fibre arising from external effects, such as temperature, strain and pressure. We report here several case studies on the measurement of strain using Brillouin reflections. A mechanical bending test of an I beam, deployed with both fiber optic sensors and conventional strain gauge rosettes, was performed with the aim of evaluating: (1) the capability and technical limit of the DTSS technology for strain profile sensing; (2) the reliability of strain measurement using fiber optic sensor. The average values of strains obtained from both DTSS and strain gauges (corresponding to the deflection of I beam) showed a linear relationship and an excellent one-to-one match. A practical application of DTSS technology as an early warning system for land sliding or subsidence was examined through a field test at a hillside. Extremely strong, lightweight, rugged, survivable tight-buffered cables, designed for optimal strain transfer to the fibre, were used and clamped on the subsurface at a depth of about 50cm. It was proved that DTSS measurements could detect the exact position and the progress of strain changes induced by land sliding and subsidence. We also carried out the first ever distributed dynamic strain measurement (10Hz) on the Korean Train eXpress(KTX) railway track in Daejeon, Korea. The aim was to analyse the integrity of a section of track that had recently been repaired. The Sensornet DTSS was used to monitor this 85m section of track while a KTX train passed over. In the repaired section the strain increases to levels of 90 microstrain, whereas in the section of regular track the strain is in the region of 30-50 microstrain. The results were excellent since they demonstrate that the DTSS is able to measure small, dynamic changes in strain in rails during normal operating conditions. The current 10km range of the DTSS creates a potential to monitor the integrity of large lengths of track, and especially higher risk sections such as bridges, repaired track and areas at risk of subsidence.

• 한국정보통신학회논문지
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• 제19권10호
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• pp.2307-2314
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• 2015

본 논문에서는 위성항법시스템(Global Navigation Satellite System, GNSS)의 다양화에 따른 위성항법보정시스템(Differential GNSS, DGNSS) 기준국 설계를 위하여, 중국 위성항법시스템인 BeiDou의 의사거리 보정정보 생성 알고리즘과 시뮬레이션 기반의 성능 검증에 대해 중점적으로 다룬다. 먼저 DGNSS 기준국/감시국(Reference Station and Integrity Monitor, RSIM)에서의 국제적 표준 및 요구성능에 대해 살펴보고, BeiDou 연동제어문서(Interface Control Document, ICD)를 기반으로 위성의 위치를 추정하고 위성시계 옵셋과 사용자 수신기의 시계오차, 그리고 GPS(Global Positioning System)와 BeiDou 위성의 시스템 타임 옵셋을 계산하여 BeiDou 의사거리 보정정보(Pseudorange Correction, PRC)를 생성한다. GPS/BeiDou 시뮬레이터를 연동한 성능검증 플랫폼을 기반으로 BeiDou 보정정보의 오차를 계산하고, 그 측위정확도를 분석하여 성능검증을 수행하였다. 실험결과 BeiDou 의사거리 보정정보가 RTCM(Radio Technical Commission for Maritime Services)에서 요구하는 기준국 운영 및 보정서비스를 위한 측위성능을 충족함을 확인하였다.

• Journal of Positioning, Navigation, and Timing
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• 제8권2호
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• pp.79-85
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• 2019

The mission tasks of polar exploration utilizing unmanned systems such as glacier monitoring, ecosystem research, and inland exploration have been expanded. To facilitate unmanned exploration mission tasks, precise and robust navigation systems are required. However, limitations on the utilization of satellite navigation system are present due to satellite orbital characteristics at the polar region located in a high latitude. The orbital inclination of global positioning system (GPS), which was developed to be utilized in mid-latitude sites, was designed at $55^{\circ}$. This means that as the user is located in higher latitudes, the satellite visibility and vertical precision become worse. In addition, the use of satellite-based wide-area augmentation system (SBAS) is also limited in higher latitude regions than the maximum latitude of signal reception by stationary satellites, which is $70^{\circ}$. This study proposes a local-area augmentation system that additionally utilizes Global Navigation Satellite System (GLONASS) considering satellite navigation system environment in Polar Regions. The orbital inclination of GLONASS is $64.8^{\circ}$, which is suitable in order to ensure satellite visibility in high-latitude regions. In contrast, GLONASS has different system operation elements such as configuration elements of navigation message and update cycle and has a statistically different signal error level around 4 m, which is larger than that of GPS. Thus, such system characteristics must be taken into consideration to ensure data integrity and monitor GLONASS signal fault. This study took GLONASS system characteristics and performance into consideration to improve previously developed fault detection algorithm in the local-area augmentation system based on GPS. In addition, real GNSS observation data were acquired from the receivers installed at the Antarctic King Sejong Station to analyze positioning accuracy and calculate test statistics of the fault monitors. Finally, this study analyzed the satellite visibility of GPS/GLONASS-based local-area augmentation system in Polar Regions and conducted performance evaluations through simulations.

• Journal of Astronomy and Space Sciences
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• 제36권1호
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• pp.35-43
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• 2019

The Optical Wide-field patroL-Network (OWL-Net) is a global optical network for Space Situational Awareness in Korea. The primary operational goal of the OWL-Net is to track Low Earth Orbit (LEO) satellites operated by Korea and to monitor the Geostationary Earth Orbit (GEO) region near the Korean peninsula. To obtain dense measurements on LEO tracking, the chopper system was adopted in the OWL-Net's back-end system. Dozens of angle-only measurements can be obtained for a single shot with the observation mode for LEO tracking. In previous work, the reduction process of the LEO tracking data was presented, along with the mechanical specification of the back-end system of the OWL-Net. In this research, we describe an integrity assessment method of time-position matching and verification of results from real observations of LEO satellites. The change rate of the angle of each streak in the shot was checked to assess the results of the matching process. The time error due to the chopper rotation motion was corrected after re-matching of time and position. The corrected measurements were compared with the simulated observation data, which were taken from the Consolidated Prediction File from the International Laser Ranging Service. The comparison results are presented in the In-track and Cross-track frame.

• Journal of Positioning, Navigation, and Timing
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• 제12권1호
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• pp.23-35
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• 2023

Korea Augmentation Satellite System (KASS) is a satellite-based augmentation system (SBAS) that provides approach procedure with vertical guidance-I (APV-I) level corrections and integrity information to Korea territory. KASS is used to monitor navigation performance in real-time, and this paper introduces the design, implementation, and verification process of mission monitoring (MIMO) in KASS. MIMO was developed in compliance with the Minimum Operational Performance Standards of the Radio Technical Commission for Aeronautics for Global Positioning System (GPS)/SBAS airborne equipment. In this study, the MIMO system was verified by comparing and analyzing the outputs of reference tools. Additionally, the definition and derivation method of accuracy, integrity, continuity, and availability subject to MIMO were examined. The internal and external interfaces and functions were then designed and implemented. The GPS data pre-processing was minimized during the implementation to evaluate the navigation performance experienced by general users. Subsequently, tests and verification methods were used to compare the obtained results based on reference tools. The test was performed using the KASS dataset, which included GPS and SBAS observations. The decoding performance of the developed MIMO was identical to that of the reference tools. Additionally, the navigation performance was verified by confirming the similarity in trends. As MIMO is a component of KASS used for real-time monitoring of the navigation performance of SBAS, the KASS operator can identify whether an abnormality exists in the navigation performance in real-time. Moreover, the preliminary identification of the abnormal point during the post-processing of data can improve operational efficiency.

• 한국정보통신학회논문지
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• 제18권2호
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• pp.282-288
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• 2014

DGPS 기준국은 Differential GPS를 위한 GPS 보정정보를 생성하고 방송하는 역할을 하는 국가 인프라이다. 현재 한국에서는 과거 하드웨어 기반의 DGPS 기준국 시스템을 개선하고 고도화하기 위해 USCG에서 제안한 차세대 표준인 소프트웨어 기반 DGPS 기준국을 도입하여 운영하고 있다. 그러나 USCG에서 제안한 소프트웨어 기반의 DGPS 기준국은 그 형태만 소프트웨어 방식으로 변경되었을 뿐 본질적인 아키텍처는 상당부분 개선되지 않아 소프트웨어 기반으로 변경한 장점을 크게 살리지 못하고 있다. 본 논문에서는 보다 간결화된 구조가 요구되는 DGPS 기준국에서 사용될 수 있는, 기준국 소프트웨어와 감시국 소프트웨어가 통합된 새로운 소프트웨어 기반 해양 DGPS 기준국의 아키텍처를 설계하였다.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.1
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• pp.235-240
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• 2006

The paper will give an overview of the mission of GalTeC and then concentrate on two main aspects. The first more detailed aspect, is the analysis of the key performance parameters for the Galileo system services and presenting a technical overview of methods and algorithms used. The second more detailed aspect, is the service volume prediction including service dimensioning using the Prediction tool. In order to monitor and validate the Galileo SIS performance for Open Service (OS) and Safety Of Life services (SOL) regarding the key performance parameters, different analyses in the SIS domain and User domain are considered. In the SIS domain, the validation of Signal-in-Space Accuracy SISA and Signal-in-Space Monitoring Accuracy SISMA is performed. For this purpose first of all an independent OD&TS and Integrity determination and processing software is developed to generate the key reference performance parameters named as SISRE (Signal In Space Reference Errors) and related over-bounding statistical information SISRA (Signal In Space Reference Accuracy) based on raw measurements from independent sites (e.g. IGS), Galileo Ground Sensor Stations (GSS) or an own regional monitoring network. Secondly, the differences of orbits and satellite clock corrections between Galileo broadcast ephemeris and the precise reference ephemeris generated by GalTeC will also be compared to check the SIS accuracy. Thirdly, in the user domain, SIS based navigation solution PVT on reference sites using Galileo broadcast ephemeris and the precise ephemeris generated by GalTeC are also used to check key performance parameters. In order to demonstrate the GalTeC performance and the methods mentioned above, the paper presents an initial test result using GPS raw data and GPS broadcast ephemeris. In the tests, some Galileo typical performance parameters are used for GPS system. For example, the maximum URA for one day for one GPS satellite from GPS broadcast ephemeris is used as substitution of SISA to check GPS ephemeris accuracy. Using GalTeC OD&TS and GPS raw data from IGS reference sites, a 10 cm-level of precise orbit determination can be reached. Based on these precise GPS orbits from GalTeC, monitoring and validation of GPS performance can be achieved with a high confidence level. It can be concluded that one of the GalTeC missions is to provide the capability to assess Galileo and general GNSS performance and prediction methods based on a regional and global monitoring networks. Some capability, of which first results are shown in the paper, will be demonstrated further during the planned Galileo IOV phase, the Full Galileo constellation phase and for the different services particularly the Open Services and the Safety Of Life services based on the Galileo Integrity concept.

• 대한토목학회논문집
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• 제26권5A호
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• pp.901-908
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• 2006

안전성 관련 구조물인 원자력 격납건물은 시간의 흐름에 따라 콘크리트와 텐던의 물리적 성질 변화로 구조거동의 미세한 변화를 가져오기 때문에 주기적 점검을 통한 구조건전성 검증이 필요하다. 본 연구에서는 국내 부착식 텐던 격납건물인 CANDU형의 월성 원전을 대상으로 미세 구조거동 분석이 가능한 'SAPONC-CANDU' 프로그램을 개발하였으며, 이는 온도와 시간종속성 영향인자들 즉, 크리프, 건조수축, 텐던의 인장력 하에서 격납건물 콘크리트 속에 매립되어 있는 진동식 와이어 변형률 게이지의 변형률 변화량에 대한 예측값을 계산하는 알고리즘에 기초한다. 개발된 프로그램의 구동을 위해서 변형률 게이지의 계측값이 입력데이타로 사용되고 최종적으로 각각의 변형률 게이지에 대해서 변형률 변화량의 예측값, 예측선, 예측폭이 그래프 형태로 제공되기 때문에 국내 원자력발전소 CANDU형 격납건물의 구조건전성을 평가하는 현장 관리자가 이를 손쉽게 활용할 수 있다.

• Journal of Positioning, Navigation, and Timing
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• 제2권1호
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• pp.33-40
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• 2013

In this paper, GPS signal anomaly generation software is proposed which can be used for the analysis of GPS signal anomaly effect and the design, verification, and operation test of anomalous signal monitoring technique. For the implementation of anomalous signal generation technique, anomalous signals are generated using a commercial signal generation simulator, and their effects and characteristics are analyzed. An error model equation is proposed from the result of analysis, and the anomalous signal generation software is constructed based on this equation. The proposed anomalous signal generation software has high scalability so that users can easily utilize and apply, and is economical as the additional cost for purchasing equipment is not necessary. Also, it is capable of anomalous signal generation based on real-time signal by comparing with the commercial signal generation simulator.