• 한국항행학회논문지
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• 제17권2호
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• pp.196-201
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• 2013

본 논문은 대칭 구조의 CRLH 전송선로를 바탕으로 이중모드에서 동작하는 평형 필터 설계를 제안한 것이다. 기존의 대칭 구조와는 다르게 이 구조에서는 공통 모드와 차동 모드의 이중모드에서 동작한다. 이러한 성질은 이 구조의 대칭면에 단락회로를 그라운드 비아에 의해서 동작되도록 구현하였다. 이렇게 하면 공통 모드와 차동 모드에서 모두 동작하는 특성을 얻을 수 있으며, 이러한 성질을 이용하여 평형 필터를 구현하였다. 이러한 특징들을 확인하기 위하여 5개의 대칭 CRLH 단위 셀로 시뮬레이션, 제작 및 측정을 하여 공통 모드와 차동 모드에서 동일하게 동작하는 평형 필터의 특성을 얻었다.

• 한국항공우주학회지
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• 제42권12호
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• pp.1045-1050
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• 2014

HUD(Head-Up-Display)는 조종사가 전방 캐노피 외부 환경을 보면서 동시에 목표물 및 비행정보를 식별하도록 정보를 시현하는 항공전자 장비이다. HUD는 항법 모드, 공대공 모드, 공대지 모드에 따라서 전시하는 심볼이 달라지는데 공대공 모드에서는 짧은 시간에 정확한 판단으로 목표물을 격침시켜야 함으로 조종사에게 보다 직관적인 HUD 심볼을 제공해야 한다. 본 논문에서는 공대공 모드에서 HUD 심볼의 시인성을 개선하기 위한 설계 방안을 제안한다.

• 한국정밀공학회지
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• 제25권2호
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• pp.65-71
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• 2008

In this paper, we propose a new driving mode control algorithm for a mobile robot based on obstacle detection. The robot has a variable geometry single-tracked mechanism, so it can maximize a contact length with ground for the adaptability to off-road and puesue a stable system due to the lower center of gravity. However this robot system embodied passive type according to operator. In this reason, several problems are detected. So, this research presents a new method of obstacle detection using PSD infrared sensors and translates the variable tracks on the best suited driving mode actively. And experimental results about mentioned are presented.

• 제어로봇시스템학회논문지
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• 제5권8호
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• pp.932-940
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• 1999

In this paper, a new neural networks and neural network based sliding mode controller are proposed. The new neural networks are an mor self-recurrent neural networks which use a recursive least squares method for the fast on-line leammg. The error self-recurrent neural networks converge considerably last than the back-prollagation algorithm and have advantage oi bemg less affected by the poor initial weights and learning rate. The controller for suspension system is designed according to sliding mode technique based on new proposed neural networks. In order to adapt shding mode control mnethod, each frame dstance hetween ground and vehcle body is estimated md controller is designed according to estimated neural model. The neural networks based sliding mode controller approves good peiformance throllgh computer sirnulations.

• Journal of Information Display
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• 제3권3호
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• pp.35-43
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• 2002

Silicon-based 0.69-inch AMOEL microdisplay with integrated driver and timing controller circuits for microdisplay applications has been developed using 0.35 ${\mu}m$ l-poly 4-metal standard CMOS process with 5 V CMOS devices and CMP (Chemical Mechanical Polishing) technology. To reduce the large data programming time consumed in a conventional current programming pixel circuit technique and to achieve uniform display, de-amplifying current mirror pixel circuit and the current-mode data driver circuit with threshold roltage compensation are proposed. The proposed current-mode data driver circuit is inherently immune to the ground-bouncing effect. The Monte-Carlo simulation results show that the proposed current-mode data driver circuit has channel-to-channel non-uniformity of less than ${\pm}$0.6 LSB under ${\pm}$70 mV threshold voltage variaions for both NMOS and PMOS transistors, which gives very good display uniformity.

• Earthquakes and Structures
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• 제20권3호
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• pp.239-260
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• 2021

Torsional response of buildings is attributed to poor structural configurations in plan, which arises due to two factors - torsional eccentricity and torsional flexibility. Usually, building codes address effects due to the former. This study examines both of these effects. Buildings with torsional eccentricity (e.g., those with large eccentricity) and with torsional flexibility (those with torsional mode as a fundamental mode) demand large deformations of vertical elements resisting lateral loads, especially those along the building perimeter in plan. Lateral-torsional responses are studied of unsymmetrical buildings through elastic and inelastic analyses using idealised single-storey building models (with two degrees of freedom). Displacement demands on vertical elements distributed in plan are non-uniform and sensitive to characteristics of both structure and earthquake ground motion. Limits are proposed to mitigate lateral-torsional effects, which guides in proportioning vertical elements and restricts amplification of lateral displacement in them and to avoid torsional mode as the first mode. Nonlinear static and dynamic analyses of multi-storey buildings are used to validate the limits proposed.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2007년도 춘계학술대회B
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• pp.2102-2107
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• 2007

GSHP systems are used for air-conditioning systems in commercial buildings, schools, and factories because of low operating and maintenance costs. These systems use the earth as a heat source in heating and a heat sink in cooling mode. Ground heat exchangers are classified by a horizontal and vertical type according to the installation method. Vertical type is usually constructed by placing small diameter high density polyethylene tube in a vertical borehole. Vertical tube sizes range from 20 to 40 mm nominal diameter. Borehole depth range between 100 and 200 m depending on local drilling conditions and available equipment. In this study, to evaluate the performance of single u-tube with bentonite grouting, single u-tube with broken stone grouting and double u-tube bentonite grouting of vertical ground heat exchangers, test sections are buried on the earth and experimental apparatus is installed. Therefore the heat transfer performance and pressure loss of these are estimated.

• 한국산학기술학회논문지
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• 제15권1호
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• pp.436-440
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• 2014

본 논문에서는 PCB Plane 레이어가 SMPS에 미치는 영향을 확인하기 위하여 일반적인 단면 PCB와 Plane을 갖는 양면 PCB를 이용한 SMPS의 출력특성을 각각 분석하였다. 그 이후 동일한 레이아웃을 갖는 PCB의 반대 면에 Ground Plane을 설치한 양면PCB를 이용하여 SMPS 기판을 작성하여 단면 PCB SMPS에 적용해서 분석한 모든 부품을 이동 실장한 후 두 SMPS의 출력특성을 전압, 전류, 고주파잡음 측면에서 비교 분석하였다. 그 결과 단면PCB의 SMPS는 100MHz대역의 고주파 잡음이 150mV인 반면, Ground Plane을 설치한 SMPS에서는 50mV로 1/3 저감되는 현상을 확인하였다. 그리고 고주파 잡음 성분 또한 감소됨을 확인하였다.

• International Journal of Aeronautical and Space Sciences
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• 제17권1호
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• pp.89-100
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• 2016

Given the unpredictability of the space environment, satellite communications are manually performed by exchanging telecommands and telemetry. Ground support for orbiting satellites is given only during limited periods of ground antenna visibility, which can result in conflicts when multiple satellites are present. This problem can be regarded as a scheduling problem of allocating antenna support (task) to limited visibility (resource). To mitigate unforeseen errors and costs associated with manual scheduling and mission planning, we propose a novel method based on a genetic algorithm to solve the ground support problem of multiple satellites and antennae with visibility conflicts. Numerous scheduling parameters, including user priority, emergency, profit, contact interval, support time, remaining resource, are considered to provide maximum benefit to users and real applications. The modeling and formulae are developed in accordance with the characteristics of satellite communication. To validate the proposed algorithm, 20 satellites and 3 ground antennae in the Korean peninsula are assumed and modeled using the satellite tool kit (STK). The proposed algorithm is applied to two operation modes: (i) telemetry, tracking, and command and (ii) payload. The results of the present study show near-optimal scheduling in both operation modes and demonstrate the applicability of the proposed algorithm to actual mission control systems.

• 한국해양공학회지
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• 제20권5호
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• pp.49-56
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• 2006

In this thesis, centrifuge model experiments and numerical analyses were carried out to investigate the behavior of an excavated slope in soft clay ground. Centrifuge model tests were performed with various slopes for the excavated ground, such as 1:1.5 and 1:2. Pore pressuresthe model ground were measured to find their effects on the stability of the excavated slope. These experiments showed that the model with 1:2.5 maintained its stability within a short period of time and failed gradually. Therefore, anexcavated slope of soft soil with this slope might maintain stable conditions within a certain time. The mode1 with a 1:3 slope was observed to maintain a very stable condition, showing insignificant deformation in the ground after being excavated. Numerical analyses with PLAXIS, a commerciallyavailable software implemented with the finite element numerical technique, were performed to find the pore pressure distribution within the ground mass and the deformation of the soil. From the results of numerical analysis, a negative pore pressure was developed after the excavation and thus the stability of the slope was maintained. The safety factor for slope failure was found to decrease with time because of the dissipation of negative pore pressure with time.