• Journal of Advanced Marine Engineering and Technology
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• 제33권8호
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• pp.1220-1225
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• 2009

본 논문에서는 사냑 루프 필터와 광섬유 격자 기반의 파장가변 궤환 레이저를 제안하고 있다. 다중파장을 제공하기 위하여 복굴절을 이용한 사냑 루프를 적용하였고 0.33nm의 인접 채널간격을 가지도록 제작하였다. 광섬유 격자의 열 광학 효과에 의한 파장가변을 유도하기 위하여 니크롬선을 격자위에 감았다. 파장가변과 분리에 대한 특성을 측정하기 위하여 길이가 다른 니크롬선으로 두 종류의 광섬유 격자 소자를 제작하였으며, 열 저항으로 파장가변이 되게 하였다. 광섬유격자의 반사파장이 사냑루프 다중파장의 특정 파장과 일치하면 모드 잠김현상에 의해서 공진하고 발진하게 된다. 공진파장의 이동도는 1.75pm/mW이다. 이 시스템은 전력 시스템의 전력 변동을 모니터링하는 분야에 적용할 수 있다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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• pp.153-156
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• 2008

본 연구의 목적은 와이어로프와 T형 강판으로 비부착 외부 보강된 기둥의 휨 거동을 평가하는데 있다. 이를 위해 중심축하중과 횡하중을 동시에 받는 보강된 기둥 3개와 무보강 기둥 1개가 실험되었다. 모든 기둥 시험체의 단면 크기 및 주철근과 내부 띠철근 배근 특성은 동일하게 하였다. 와이어로프의 배근 간격은 ACI 318-05 설계기준에서 제시하는 최소 띠철근 배근간격의 1.0 $^{\sim}$ 0.5배인 40 $^{\sim}$ 80mm로 조절하였다. 실험 결과 와이어로프와 T형 강판으로 비부착 보강된 철근콘크리트 기둥은 무보강 기둥과 비슷한 휨 내력을 보였지만, 연성적 거동에서는 와이어로프와 T형 강판이 피복 콘크리트를 구속하여 뛰어난 효과를 보였다.

• 한국자기학회지
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• 제27권2호
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• pp.49-53
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• 2017

THz 대역 전파흡수체를 구현하기 위해 split cut wire(SCW)와 배면 도체로 구성되는 단위 셀 구조를 제안하였다. 배면이 금속으로 단락된 유전체 기판 상에 SCW가 배열된 메타소재에서 SCW의 길이와 폭을 조절하여 THz 대역에서 완전 전파흡수체(5.5~6.0 THz에서 반사손실 -20 dB 이하)의 구현이 가능하였고, 인덕턴스-커패시턴스 (L-C) 공진기 회로이론으로 이를 설명하였다. 길이가 서로 다른 두 개의 SCW를 하나의 단위 셀 안에 같이 배치함으로써 두 개의 흡수 피크를 얻을 수 있었다. SCW 간의 간격이 넓어짐에 따라 두 번째 공진주파수는 거의 변화가 없지만 첫 번째 공진주파수는 저주파로 이동하면서 반사손실 값이 현저히 감소하는 경향이 나타났다.

• Journal of Mechanical Science and Technology
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• 제17권6호
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• pp.860-869
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• 2003

Dynamic characteristics of a catenary that supplies electrical power to high-speed railway is investigated. The catenary is a slender structure composed of repeating spans. Each span is in turn composed of the contact and messenger wires connected by the hangers in regular intervals. A finite element based dynamic model is developed, and numerical simulations are performed to determine the dynamic characteristics of the catenary The influence of the structural parameters on the response characteristics is investigated. The structural parameters considered include tension on the contact and messenger wires, stiffness of the hangers, and the hanger and span spacing. The hanger characteristics are found to be the dominant factors that influence the overall dynamic characteristics of the catenary.

• Korea-Australia Rheology Journal
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• 제21권4호
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• pp.281-288
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• 2009

Numerical investigations have been conducted on the assessment of the performance of drug-eluting stent. Computational fluid dynamics is applied to investigate the flow disturbances and drug distributions released from the stent in the immediate vicinity of the given idealized stent in the protrusion into the flow domain. Our simulations have revealed the drug concentration in the flow field due to the presence of a drug-eluting stent within an arterial segment. Wall shear stress increases with Reynolds number for a given stent diameter, while it increases with stent diameter for a given Reynolds number. The drug concentration is dependent on both Reynolds number and stent geometry. In pulsatile flow, the minimum drug concentration in the zone of inter-wire spacing occurs at the maximum acceleration of the inlet flow while the maximum drug concentration gains at the maximum deceleration of the inlet flow. These results provide an understanding of the flow physics in the vicinity of drug-eluting stents and suggest strategies for optimal performance of drug-eluting stent to minimize flow disturbance.

• 전기학회논문지
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• 제58권10호
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• pp.1881-1887
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• 2009

This paper discusses the effects of ECC (Earth Continuity Conductor) for reducing the level of induced sheath overvoltages at the single point bonded section of combined transmission lines which are mixed underground power cable with overhead line in one T/L. In previous papers, the characteristics of ECC on only underground power cable systems were sufficiently analyzed. However, the result of only underground power cable systems are totally different from that of combined transmission lines because ECC is commonly grounded with overhead grounding wire at mesh of cable head. Therefore, in this paper, the installation effects of ECC have been variously analyzed considering the three kinds of fault positions, cable formation of duct and trefoil, spacing between phase conductor and ECC, and the change of overhead transmission line section length on 154kV combined transmission line. Finally, simulation results show that ECC can effectively reduce the induced sheath voltage.

• Advances in aircraft and spacecraft science
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• 제4권2호
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• pp.125-144
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• 2017

This paper summarises the design of a gust generator and the comparison between high fidelity numerical results and experimental results. The gust generator has been designed for a low subsonic wind tunnel in order to perform gust response experiments on wings and assess load alleviation. Special attention has been given to the different design parameters that influence the shape of the gust velocity profile by means of CFD simulations. Design parameters include frequency of actuation, flow speed, maximum deflection, chord length and gust vane spacing. The numerical results are compared to experimental results obtained using a hot-wire anemometer and flow visualisation by means of a tuft and smoke. The first assessment of the performance of the gust generator showed proper operation of the gust generator across the entire range of interest.

• Advances in concrete construction
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• 제7권3호
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• pp.191-201
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• 2019

Bamboo concrete bond behaviour is investigated through pullout test in this work. The bamboo strip to be used as reinforcement inside concrete is first treated with chemical adhesive to make the bamboo surface impermeable. Various surface coatings are explored to understand their water repellant properties. The chemical action at the bamboo concrete interface is studied through different chemical coatings, sand blasting, and steel wire wrapping treatment. Whereas mechanical action at the bamboo concrete interface is studied by developing mechanical interlock. The result of pullout tests revealed a unique combination of surface treatment and grooved bamboo profile. This combination of surface treatment and a grooved bamboo profile together enhances the strength of bond. Performance of a newly developed grooved bamboo strip is verified against equivalent plain rectangular bamboo strip. The test results show that the proposed grooved bamboo reinforcement, when treated, shows highest bond strength compared to treated plain, untreated plain and untreated grooved bamboo reinforcement. Also, it is observed that bond strength is majorly influenced by the type of surface treatment, size and spacing of groove. The changes in bamboo-concrete bond behavior are observed during the experimentation.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.41-48
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• 2000

Most land development projects and large scale civil works require a great amount of sand. And sand is also the most favorable material for soft ground improvement. The demand for sand is soaring rapidly due to increased number of projects regardless of its limited supply. Therefore, it is not difficult to predict that sand may become depleted and no longer be available as ground improvement material in the near future. Against this backdrop, developing an inexpensive sand-substitution material with an efficient accessibility will be necessary and urgently called for. So quick lime could be recommended as the substitutional material for sand. Quick lime is now preferred by forward developed nations. If Korea is able to take advantage of its abundant supply, economical efficiency could be achieved through massive production as well as being able to take advantage of utilization of natural resources. In this respect the purpose of this paper was to estimate improvement effect of soft ground though in-situ construction of quick lime pile. In-situ construction was peformed in road construction site of soft clay and in this study quick lime from Dan-yang that was estimated prominently in aspect of engineering characteristics was used. Quick lime piles were installed by 1.5m, 2.0m, 3.0m spacing to confirm improvement effect according to spacing and installed piles are 0.4m in diameter, up to 5m in length and the density of quick piles installed is 1.4 t/㎥. Vibrating wire pore water pressure cell was installed to confirm consolidation characteristics in surrounding of quick lime piles and both laboratory test and field test were carried out to confirm strength increase. In conclusion, soft ground improvement by quick lime piles was confirmed.

• 대한토목학회논문집
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• 제33권2호
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• pp.433-442
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• 2013

이 논문에는 길이가 50m인 프리스트레스트 콘크리트 박스거더를 이용한 1차원, 2차원 음원위치 산정을 위한 실험연구 내용을 수록하였다. 슈미트 햄머를 이용하여 콘크리트 표면에 타격하여 충격음파를 발생시켰으며 PSC박스거더 복부판에 평균 9.34m 간격으로 부착한 AE센서를 통해 충격 음파를 감지하였다. 공용중인 PSC박스거더 교량에 발생할 수 있는 잡음을 고려하여 음파의 도달시간을 음파의 세기가 0Volt, 0.5Volt, 그리고 1.0Volt일 때를 기준으로 산정하였다. 음파의 도달시간들에 대한 측정결과를 토대로 충격음파의 음원위치를 최소제곱법을 이용해 산정하였다. 실험결과를 토대로 2차원 음원위치 산정시 오차를 최소화하기 위해 필요한 음향센서 간격과 음향센서의 네트워크에 대해 고찰하였다.