• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2007년도 춘계학술대회
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• pp.466-469
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• 2007

Heat pumps 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 mode and a heat sink in cooling mode. Ground heat exchangers are classified by a horizontal type and vertical type according to the installation method. A horizontal type means that a heat exchanger is laid in the trench bored in 1.2 to 1.8 m depth. And a 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 n-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.

• 한국전자파학회논문지
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• 제16권10호
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• pp.1003-1009
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• 2005

본 논문에서는 결함접지구조(Defected Ground Structure: DGS)의 전파 지연 특성을 이용하여 소형으로 구현한 휴대 인터넷용 고전력 Single Pole Double Throw(SPDT) 스위치의 특성이 제공되며 1/4 파장 전송선을 이용하여 제작된 일반적인 방식의 스위치와 그 특성이 비교된다. DGS를 활용하여 제작된 스위치는 높은 격리도를 확보하기 위해 병렬구조의 다이오드를 사용하여 구성되었으며 2.3 GHz에서 0.8 dB의 삽입 손실과 50 dB 이상의 격리도 특성을 보였고 50 W 이상의 전력을 다룰 수 있었다. DGS를 활용한 스위치는 기존의 전송선 방식의 스위치와 거의 동일한 스위칭 특성을 보이면서도 $50\%$ 가까운 회로의 크기 감소를 달성할 수 있었다.

• Earthquakes and Structures
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• 제7권6호
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• pp.1259-1281
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• 2014

This research has been conducted in order to investigate the effects of peak ground velocity (PGV) of near-field earthquakes on base-isolated structures mounted on Single Friction Pendulum (SFP), Double Concave Friction Pendulum (DCFP) and Triple Concave Friction Pendulum (TCFP) bearings. Seismic responses of base-isolated structures subjected to simplified near field pulses including the forward directivity and the fling step pulses are considered in this study. Behaviour of a two dimensional single story structure mounting on SFP, DCFP and TCFP isolators investigated employing a variety range of isolators and the velocity (PGV) of the forward directivity and the fling step pulses as the main variables of the near field earthquakes. The maximum isolator displacement and base shear are selected as main seismic responses. Peak seismic responses of different isolator types are compared to emphasize the efficiency of each one under near field earthquakes. It is demonstrated that rising the PGVs increases the isolator displacement and base shear of structure. The effects of the forward directivity are greater than the fling step pulses. Furthermore, TCFP isolator is more effective to control the near field effects than the other friction pendulum isolators are. This efficiency is more significant in pulses with longer period and greater PGVs.

• 한국군사과학기술학회지
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• 제7권3호
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• pp.93-100
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• 2004

In this paper, we describe the design, fabrication, and test results of a W-band FMCW radar for the metal target detection under the ground clutter environment. In order to detect metal targets on the ground, we used a single cassegrain antenna with the beamwidth of $1.45^{\circ}$ which forms pencil-beam footprint on the ground. A log envelope detector was applied to improve radar performance in the severe ground clutter known as Weibull and log normal clutter. The designed FMCW radar can acquire altitude information from the ground clutter with $\sigma_0=-23dB$ at the height of 160m. The fabricated W-band FMCW radar transmits 11 dBm power and the dynamic range of the receiver is from -106dBm to -30dBm. The performances of the fabricated sensors were tested out in the fields and detected a car target of 200m apart on the grass.

• 조명전기설비학회논문지
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• 제27권7호
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• pp.37-44
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• 2013

Phase to ground faults are possibly one of the maximum number of faults in power distribution system. During a ground fault the maximum fault current and neutral to ground voltage will appear at the pole nearest to the fault. Distribution lines are consisted of three phase conductors, an overhead ground wire and a multigrounded neutral line. In this paper phase to neutral faults were staged at the specified concrete pole along the distribution line and measured the ground fault current distribution in the ground fault current, three poles nearest to the fault point, overhead ground wire and neutral line. A simplified equivalent circuit model for the distribution system under case study calculated by using MATLAB gives results very close to the ground fault current distribution yielded by field tests.

• 한국전자파학회논문지
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• 제26권11호
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• pp.951-959
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• 2015

최근 휴대 단말기 안테나의 소형화와 고성능화에 대한 요구가 증대되고 있다. 단말기의 그라운드는 좋은 방사체로, 이를 활용한 휴대 단말기 그라운드 방사 안테나는 안테나의 소형화 및 고성능화를 동시에 만족시킬 수 있기 때문에, 많은 관심을 받고 있다. 그라운드 방사 안테나는 단말기 그라운드의 특성 모드를 제어하고, 이를 안테나와 결합하여 그라운드를 방사체로 활용하기 때문에 그 방사 성능이 우수하다. 본 논문에서는 그라운드의 특성 모드 이론에 대해 설명하고, 이를 활용한 그라운드 방사 안테나의 다양한 적용 예시를 단일 대역, 광대역 및 이중 대역 그라운드 방사 안테나로 나누어 소개하고자 한다.

• 한국전기전자재료학회논문지
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• 제36권6호
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• pp.614-619
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• 2023

The fault current limiting characteristics of three-phase transformer type superconducting fault current limiter (SFCL), which consisted of three-phase primary and secondary windings wound on E-I iron core, one high-TC superconducting (HTSC) element connected with the secondary winding of one phase and another HTSC element connected in parallel with other two secondary windings of two phases, were analyzed. Unlike other three-phase transformer type SFCLs with three HTSC elements, three-phase transformer type SFCL using double quench has the merit to perform fault current limiting operation for three-phase ground faults with two HTSC elements. To verify its proper three-phase ground fault current limiting operation, three-phase ground faults such as single-line ground, double-line ground and triple-line ground faults were generated in three-phase simulated power system installed with three-phase transformer type SFCL using double quench. From analysis of its fault current limiting characteristics based on tested results, three-phase transformer type SFCL using double quench was shown to be effectively operated for all three-phase ground faults.

• 한국측량학회지
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• 제38권4호
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• pp.305-315
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• 2020

본 연구는 사진측량, 컴퓨터 비전, 로보틱스 등의 분야에서 사용되는 외부표정요소를 결정하는 단사진의 후방교회법의 알고리즘을 비교하는 것이 목적이다. 이를 위해 항공사진 및 근거리 사진측량에서 사용되고 있는 카메라를 기준으로 지형을 시뮬레이션하여 실험 데이터를 생성하여 알고리즘을 비교하였다. 거의 수직으로 촬영되는 항공사진측량용 카메라에 대한 실험을 통해서 3개의 지상기준점으로도 외부표정요소를 결정할 수 있었으나 프로쿠르스테스 알고리즘은 지상기준점 배치에 민감하였다. 카메라의 자세각이 크게 변하는 근거리 사진측량용 카메라를 대상으로한 실험에서도 프로쿠르스테스 알고리즘의 지상기준점 배치에 민감하였으며 모든 알고리즘이 적어도 6개의 지상기준점이 필요하였다. 두 종류의 카메라를 대상으로 한 실험을 통해서 코사인법칙 기반의 후방교회법은 반복회수가 짧고 명시적인 초기값이 필요하지 않기 때문에 전통적인 사진측량 알고리즘과 유사한 성능을 나타내는 것을 알 수 있었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.188-197
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• 2010

This paper presents experimental results of a series of 1-g shaking table model tests performed on end-bearing single piles and pile groups to investigate the effect of particle size on the dynamic behavior of soil-pile systems. Two soil-pile models consisting of a single-pile and a $4{\times}2$-pile group were tested twice; first using Jumoonjin sand, and second using Australian Fine sand, which has a smaller particle size. In the case of single-pile models, the lateral displacement was almost within 1% of pile diameter which corresponds to the elastic range of the pile. The back-calculated p-y curves show that the subgrade reaction of the Jumoonjin-sand-model ground was larger than that of the Australian Fine-sand-model ground at the same displacement. This phenomenon means that the stress-strain behavior of Jumoonjin sand was initially stiffer than that of Australian Fine sand. This difference was also confirmed by resonant column tests and compression triaxial tests. And the single pile p-y backbone curves of the Australian fine sand were constructed and compared with those of the Jumoonjin sand. As a result, the stiffness of the p-y backbone curves of Jumunjin sand was larger than those of Australian fine sand. Therefore, using the same p-y curves regardless of particle size can lead to inaccurate results when evaluating dynamic behavior of soil-pile system. In the case of the group-pile models, the lateral displacement was much larger than the elastic range of pile movement at the same test conditions in the single-pile models. The back-calculated p-y curves in the case of group pile models were very similar in both sands because the stiffness difference between the Jumoonjin-sand-model ground and the Australian Fine-sand-model ground was not significantly large at a large strain level, where both sands showed non-linear behavior. According to a series of single pile and group pile test results, the evaluation group pile effect using the p-multiplier can lead to inaccurate results on dynamic behavior of soil-pile system.

• 한국지반환경공학회 논문집
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• 제11권1호
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• pp.27-34
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• 2010

본 연구에서는 유한요소해석을 실시하여 지반굴착으로 인해 융기(heaving)가 발생하는 지반에 사전에 근입된 말뚝의 거동에 대한 분석을 실시하였다. 수치해석에서는 말뚝과 점토사이 경계면에서의 미끄러짐(소성항복)을 고려하여 그 상호거동에 대하여 고찰하였다. 본 연구에서는 말뚝의 상향변위, 말뚝과 인접지반의 상대변위, 말뚝에 작용하는 전단응력 및 인장력을 분석하였다. 특히, 수직응력의 감소로 인해 말뚝과 인접지반에서의 전단응력이 전이되는 메커니즘에 대한 심도있는 분석을 실시하였다. 굴착에 의해 수직응력이 감소하여 말뚝과 인접지반 사이에서의 상대변위 및 전단응력이 변화하였다. 말뚝 대부분의 위치(Z/L=0.0-0.8)에서는 상향의 전단응력이 발생하였으나, 말뚝 선단부 부근(Z/L=0.8-1.0)에서는 하향의 전단응력이 발생하였고, 이로 인해 말뚝에는 인장력이 발생하였다. Z는 임의의 심도, L은 말뚝의 길이이다. 수치해석을 통해서 분석된 말뚝의 거동에 대하여 상세히 보고하였다.