• 한국정보통신학회논문지
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• 제20권9호
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• pp.1710-1716
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• 2016

네트워크 장비에서 동작하는 소프트웨어의 버그 수정이나 새로운 기능 추가를 위해서 소프트웨어를 업그레이드 할 필요가 있다. 하지만 서비스 중인 소프트웨어를 업그레이드하기 위해서는 네트워크 서비스를 종료한 후에 소프트웨어를 업그레이드해야만 하는 문제가 있다. 이러한 문제를 해결하기 위해서 서비스 중 소프트웨어 업그레이드(ISSU : In-Service Software Upgrade) 기술이 사용된다. ISSU는 네트워크 장비를 오프라인 시키거나 네트워크 서비스를 중단하지 않고 소프트웨어를 업그레이드하는 기술이다. 본 논문에서는 무중단 네트워킹 서비스를 제공하기 위해서 ISSU 기술을 네트워크 OS에 적용하는 방법을 제안하고 구현한다. 본 논문에서는 고가용성 기능을 가지고 있는 한국전자통신연구원에서 개발한 N2OS를 이용하였다. 또한 ISSU 기능이 정상적으로 동작함을 검증하기 위해서 가상 머신 기반의 시험 환경을 만들고 시험을 진행하였다.

• 한국멀티미디어학회논문지
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• 제17권11호
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• pp.1307-1312
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• 2014

Online games are virtual space where it connects individual users through network connection to offer enjoyment of play games and game developer who service online games have to develop new contents and provide them to users to extend life of their service. Typically, in order to update new contents, all service companies have maintenance schedule to stop the game service for a while to update both server and client applications. Usually this process takes quite amount of time and users do not have any other choice but disconnected from server and wait until it is over. The purpose of this thesis is to describe the advantages of new design system which will allows users to continue to play the game even during the update. The main focus of this design is to make users feel more convenience in online gaming experience by move client from previous server to new server while users are still playing. If they can to connect current client with new server without any certificate validation process while users information from the client can automatically pass through to the new server, users may not need to experience maintenance for new contents update.

• International Journal of Naval Architecture and Ocean Engineering
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• 제11권2호
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• pp.970-979
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• 2019

Compliant Vertical Access Risers (CVARs) are compliant systems that incorporate a differentiated geometric configuration that allows the exploitation of oil and gas in deepwater fields and enables a number of operational advantages in the offshore system. One of the main features of CVAR systems is that they allow direct intervention procedures to be applied to the well bore, enabling workover operations to be performed directly from the production platform. Based on the principles of virtual work and variation, a static geometric nonlinear equation of CVARs is derived and applied in this study. The results of this study show that the two ends of the riser as well as the transition region are subject to high stress, while the positions of the floating platform exert significant effects on the geometry of the riser configuration. Compliance and buoyancy factors should be set moderately to reduce the CVAR stress. In addition, the buoyancy modules should be placed in the lower region, in order to maximize the operation advantages of CVAR.

• Current Applied Physics
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• 제18권11호
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• pp.1327-1337
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• 2018

This paper investigates the vibration behavior of pristine and defected triangular graphene sheets; which has recently attracted the attention of researchers and compare these two types in natural frequencies and sensitivity. Here, the molecular dynamics method has been employed to establish a virtual laboratory for this purpose. After measuring the different parameters obtained by the molecular dynamics approach, these data have been analyzed by using the frequency domain decomposition (FDD) method, and the dominant frequencies and mode shapes of the system have been extracted. By analyzing the vibration behaviors of pristine triangular graphene sheets in four cases (right angle of 45-90-45 configuration, right angle of 60-90-30 configuration, equilateral triangle and isosceles triangle), it has been demonstrated that the natural frequencies of these sheets are higher than the natural frequency of a square sheet, with the same number of atoms, by a minimum of 7.6% and maximum of 26.6%. Therefore, for increasing the resonance range of sensors based on 2D materials, nonrectangular structures, and especially the triangular structure, can be considered as viable candidates. Although the pristine and defective equilateral triangular sheets have the highest values of resonance, the sensitivity of defective (45,90,45) triangular sheet is more than other configurations and then, defective (45,90,45) sheet is the worst choice for sensor applications.

• Earthquakes and Structures
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• 제8권6호
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• pp.1325-1348
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• 2015

Real-time hybrid testing (RTHT) involves virtual splitting of the structure into two parts: physical substructure that contains the key region of interest which is tested in a laboratory and numerical substructure that contains the remaining part of the structure in the form of a numerical model. This paper numerically assesses four step-by-step integration methods (Central difference method (CDM), Operator splitting method (OSM), Rosenbrock based method (RBM) and CR-integration method (CR)) which are widely used in RTHT. The methods have been assessed in terms of stability and accuracy for various realistic damping ratios of the physical substructure. The stability is assessed in terms of the spectral radii of the amplification matrix while the accuracy in terms of numerical damping and period distortion. In order to evaluate the performance of the methods, five carefully chosen examples have been studied - undamped SDOF, damped SDOF, instantaneous softening, instantaneous hardening and hysteretic system. The performance of the methods is measured in terms of a non-dimensional error index for displacement and velocity. Based on the error indices, it is observed that OSM and RBM are robust and performs fairly well in all the cases. CDM performed well for undamped SDOF system. CR method can be used for the system showing softening behaviour. The error indices indicate that accuracy of OSM is more than other method in case of hysteretic system. The accuracy of the results obtained through time integration methods for different damping ratios of the physical substructure is addressed in the present study. In the presence of a number of integration methods, it is preferable to have criteria for the selection of the time integration scheme. As such criteria are not available presently, this paper attempts to fill this gap by numerically assessing the four commonly used step-by-step methods.

• 한국항행학회논문지
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• 제3권2호
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• pp.108-119
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• 1999

최근 수년간, GPS와 관련된 연구들이 항공분야를 비롯한 다양한 분야에서 진행되었다. 특히, GPS를 항공기의 착륙 유도 시스템에 이용하려는 연구가 많이 이뤄지고 있다. 이러한 시도들은 GPS의 경제성, 신뢰성, 정확성 등의 장점들을 십분 활용하기 위한 것이라고 할 수 있다. 서울대학교 GPS 실험실에서도 이러한 경향에 보조를 맞추어, GPS를 기반으로 하는 항공기 착륙 시스템을 개발하고, 헬리콥터를 이용한 비행실험을 수행하고 있다. 그 동안 누적된 실시간 DGPS 시스템 개발기술들을 바탕으로 항공기 착륙 시스템을 확장, 보강하여 최근의 비행실험을 실시하였다. 본 논문에서는 새롭게 구성된 항공기 착륙 시스템을 소개하고 이를 이용한 비행실험 결과를 분석하였다. 기존의, 기본적인 실시간 DGPS 시스템에서 추가, 발전된 부분은 세 가지로 분류할 수 있다. 첫 번째는, 단일 GPS 안테나를 이용하여 항공기의 자세를 추정하는 부분이고, 두 번째는, 통합적인 cockpit display이다. 이 display는 가상현실을 이용하여 조종사에게 기존의 ILS 정보와 그 이외의 다양한 정보들을 보여준다. 마지막으로, 공항의 기상상태에 관계없이 조종사가 공항에 접근할 수 있도록, 전자지도를 삽입하여 안전한 착륙을 시도할 수 있도록 시스템을 구성하였다. 이렇게 새롭게 구성된 시스템을 이용하여 김해 국제공항에서 비행실험을 수행하였다. 분석된 결과를 바탕으로, 이 시스템이 정확도 측면에서, CAT-I을 충분히 만족시킴을 확인하였으며, 신뢰도 높은 자세결정이 이뤄지고 있음을 확인하였다.

• 한국전자파학회논문지
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• 제27권5호
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• pp.438-444
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• 2016

본 논문은 소프트웨어 라디오 범용 하드웨어 USRP(Universal Software Radio Peripheral) 보드와 데이터 수집 및 분석을 위한 프로그램 LabVIEW(Laboratory Virtual Instrument Engineering Workbench)를 이용하여 실시간으로 무선 통신 환경을 적용할 수 있는 채널 모듈을 구현하였다. 제안된 모듈은 기존에 하드웨어로 구현된 인지 무선, 주파수 간섭 분석 등의 시뮬레이터와 함께 쓰여 해당 테스트베드의 전파 환경에 대한 신뢰도를 높일 수 있다. 게다가, 통신 가능한 데이터 전송속도가 한정적이라는 기존 하드웨어 시뮬레이터의 한계를 모듈내의 설계를 통해 극복하였다. 이와 더불어 원하는 통신 시스템의 동작주파수, 안테나 출력, 송수신기 간의 거리 등의 채널 파라미터를 입력하여 보다 쉽게 통신 성능을 예측할 수 있고, 추후 새로운 시나리오 및 통신 채널을 구현할 시에 유연하게 적용할 수 있다는 장점을 가지고 있다. 본 논문에서 모듈을 이용해 시나리오에 따른 통신 성능을 성상도 및 BER을 통해 예측하였고, 이 결과를 통해 제안된 모듈을 이용한 통신 성능 예측이 가능함을 확인하였다.

• 대한치과기공학회지
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• 제42권1호
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• pp.17-25
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• 2020

Purpose: The purpose of this study was to evaluate and compare the accuracy of definitive casts that are fabricated from digital intraoral impression and conventional impression technique. Methods: A master model(ANNA-4, Frasaco GmbH, Tettnang, Germany) with the prepared upper full arch tooth was used. Conventional impression and then stone model(n=10) were produced from this master model, and on the other hands, digital impressions were made with the CS-3600 intraoral scanner(n=10). Six linear measurements were recorded between landmarks, directly on each of the stone models on two occasions by a single examiner. Measurements were made with a digital caliper to the nearest 0.01mm from manual models and with the software(Delcam PowerSHAPE) from the virtual models. The t-student test for paired samples and intraclass correlation coefficient(ICC) were used for statistical analysis. Results: The measurement of two methods showed good reliability. The ICC of the two models were 0.88~0.91(stone model) and 0.94~0.99(digital model). The mean differences to master model for stone model and digital model were 0.10~0.14mm, and 0.14~0.20mm, respectively. Conclusion: The definitive casts obtained with digital intraoral technique model had significantly larger dimensions as compared to those of the stone model. However, the differences to the master model detected appear to provide enough accuracy and reliability for clinical application.

• 한국해양공학회지
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• 제33권1호
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• pp.76-84
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• 2019

For decades, solitary waves have commonly been used to simulate tsunami conditions in numerical studies. However, the main component of a tsunami waveform acts at completely different spatial and temporal distributions than a solitary waveform. Thus, this study applied a 2-D numerical wave tank that included a non-reflected tsunami generation system based on Navier-Stokes equations (LES-WASS-2D) to directly simulate the run-up of a tsunami-like solitary wave on a slope. First, the waveform and velocity due to the virtual depth factor were applied to the numerical wave tank to generate a tsunami, which made it possible to generate the wide waveform of a tsunami, which was not reproduced with the existing solitary wave approximation theory. Then, to validate the applied numerical model, the validity and effectiveness of the numerical wave tank were verified by comparing the results with the results of a laboratory experiment on a tsunami run-up on a smooth impermeable 1:19.85 slope. Using the numerical results, the run-up characteristics due to a tsunami-like solitary wave on an impermeable slope were also discussed in relation to the volume ratio. The maximum run-up heights increased with the ratio of the tsunami waveform. Therefore, the tsunami run-up is highly likely to be underestimated compared to a real tsunami if the solitary wave of the approximation theory is applied in a tsunami simulation in a coastal region.

• 드라이브 ㆍ 컨트롤
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• 제12권4호
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• pp.60-70
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• 2015

A front-end loader (FEL) mounted on an agricultural tractor is one of the most commonly used implements for farm work. However, when the tractor carries material using the bucket attached to the FEL on a sloping ground, the materials can spill or roll back over the operator due to the tilted body, thereby requiring the bucket surface to remain level at a constant value regardless of varying slopes. In this study, an active system for controlling the angle of the FEL bucket on a tractor based on the real-time measurement of ground slopes was developed to enable the bucket to constantly remain level. A FEL simulator operated based on an electro hydraulic proportional valve (EHPV) was constructed in the laboratory to develop a proportional-integral-derivative (PID) controller forming a virtual electronic control unit (ECU) on the computer, which could automatically adjust the bucket angles depending on varying input angles while sending SAE-J1939 associated messages via CAN BUS to the EHPV. The different parameter values for the PID controller due to the gravity effect of the bucket were determined using a manual PID tuning method while assuming that the tractor travels on either an ascending slope or a descending slope. The developed PID control-based self-leveling system showed a mean of steady-state errors of within $1^{\circ}$ and a mean of delayed times of ~ 0.8s when the step input of $+20^{\circ}$ was given, implying that the developed system and control algorithm would be effective in maintaining the bucket angle at a certain value. Future studies include the improvement of the control algorithm to reduce such a time delay as well as the application of the developed algorithm to the FEL mounted on a tractor tested at a testing ground.