• Journal of the Korean Institute of Telematics and Electronics D
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• v.35D no.10
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• pp.98-106
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• 1998

Efficient power transmission from a single mode fiber to a thin-film waveguide devices is one of the most fundamental and inevitable subject that should be first solved toward the realization of the integrated optic system. In this paper, fiber-waveguide coupling structure is considered and the large mismatch of field profiles at the fiber-waveguide interface is well avoided by using to the coupling guide which is intentionally developed on the top of the thin-film guuide. From the simulation, the taper-type structure are shown to be easier realizeable than the uniform one, since optical coupling between the guides in the latter has a stronger tolerance to the deviation of waveguide parameters.

• Proceedings of the Korean Society For Composite Materials Conference
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• 2005.04a
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• pp.163-166
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• 2005

사이클로콥터는 회전축에 평행하게 회전하는 블레이드로 구성된 사이클로이드 블레이드 시스템으로부터 추력을 얻는 수직이착륙 무인기이다. 본 논문에서는 공기역할을 고려한 최적 설계를 통해 결정된 로터 형상을 갖는 사이클로콥터에 대해서 구조 해석을 수행하였다. 복합재료 블레이드의 적층각, 적층수 등을 MSC/NASTRAN 과 반응면 기법 등에 의해서 결정하였다. 블레이드를 포함한 로터 정적 해석을 통해 각 요소가 허용 응력 이내의 값을 가짐을 확인하였고, 동적 해석을 통해 주요 저차 모드가 로터 회전과 불일치하게 함으로써 공진의 가능성을 없앴다.

• Proceedings of the Korea Contents Association Conference
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• 2004.05a
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• pp.365-371
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• 2004

디지털 기술의 급속한 발전으로 디지털 방송에 대한 여러 가지 요소기술과DTV가 곧 상용화 될 전망이다. 본 연구는 대용량 DVD 저장매체를 이용하여 3D 1-n급 방송 스트림을 송출하기 위한 시스템 설계에 관한 것이다. HD급 방송 스트림을 위한 HDD 및 여러 가지 저장매체를 통해 영상 데이터를 억세스를 하지만 데이터 보관방법상의 문제점과 디스크의 원리상 데이터 억세스를 균일하게 처리하지 못하여 발생하는 인터페이스 동기 불일치 등의 문제점이 있다. 그러므로 DVD 매체를 통한 저장방법 및 억세스의 균일함을 제공하고, 송출 출력을 2.4Mpds 인터페이스 고정시켜 응용 프로그램에서 미디어 정보를 MMIO DMA방식으로 버퍼링하므로써 스트림을 재생할 때 동기 등의 문제점을 해결하였으며, 또한 PCI 컨트롤러는 FPGA VHDR coding하여 PC의 3D-Streamer 응용 프로그램의 명령 신호로 제어를 한다. 이 명령에 따라 3D-Streamer는 3차원 입체영상적인 영상출력을 SMTPE-310M으로 출력하거나 8 DVB 모드로 출력을 하게 된다. 따라서 DVD 전송 직병렬 인터페이스로서 다른 셋톱 장치 및 스트림 전송 장치와 데이터 호환을 이루게 된다.

• Proceedings of the Korean Vacuum Society Conference
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• 2012.08a
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• pp.353-353
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• 2012

InAs nanowires (NWs)는 나노소자스케일의 전자소자나 광전자소자를 위한 기본 단위(building block)로 사용될 수 있고, 1차원적 나노구조를 가지면서 나타나는 특별한 전기적, 광학적 특성으로 인해 전계효과 트랜지스터, 레이저, 광발광 다이오드, 가스 검출 센서 등의 많은 응용소자로 활용을 위한 연구가 진행되 있으며 주로 실리콘, 갈륨비소 기판 위에 금속유기기상 증착(MOCVD) 또는 분자선 증착 (MBE)을 이용하여 선택적 수직배열 성장 조절을 위한 연구와 특성 평가 연구가 주로 이뤄지고 있다. 본 연구에서는 InAs NWs를 MBE 장치를 이용하여 Si(111) 기판 위에 Au와 같은 촉매를 사용하지 않고 Si과 InAs의 큰 격자 불일치로 인하여 성장되는 Volmer-weber 성장 모드를 이용 하였다. InAs NW 성장모드는 Si ($5.4309{\AA}$)과 InAs ($6.0584{\AA}$) 사이에 큰 격자상수 차이를 이용하게 되는데 촉매를 사용하여 성장하는 일반적인 이종 화합물 반도체 성장 모드와 달리 액상상태가 존재하지 않고 바로 In과 As이 Si 기판 위를 이동하여 수직방향으로 성장이 이루어지는 vaporsolid(VS) 모드이다. InAs NW V-S 성장 모드는 Si 기판과의 격자 상수차에 의한 스트레스를 이용해야 하므로 Si기판 위에 존재하는 native oxide는 완벽히 제거되어야 한다. InAs NW 최적 성장 조건을 찾기위해 V/III raitio, 성장 온도, 기판표면처리 등의 성장 변수를 변화 시켜가며 실험을 수행하였다. Native oxide를 제거하기 위하여 HF와 buffered oxide etchant (BOE)를 사용하였다. InAs NWs 성장조건은 Indium flux를 고정 시키고 V/III ratio는 50~400까지 변화를 주었다. V/III ratio를 200으로 고정을 시키고 성장온도를 $375{\sim}470^{\circ}C$에서 성장 하였다. 이 때 InAs NWs는 $430^{\circ}C$에서 가장 높은 밀도와 aspect ratio를 얻을 수 있었다. Arsenic flux에 대해서는 많을 수록 좋은 aspect ratio를 얻을 수 있었다. 하지만 InAs 구조의 절대 부피는 거의 같다는 것을 확인 할 수 있었고 이는 온도와 V/III ratio가 Indium adatom의 surface migration length에 대하여 중요한 요소로 작용되는 것을 알 수 있었다.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.22 no.9
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• pp.2005-2013
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• 1997

The MCMA adaptive blind equalization algorithm has a excellent phase correction capabilities in addition to channel amplitude equalization, but has an inevitable error by mismatching between the original constellation points in arriving at the perfect equalization since unique new type constellation points are used as desired response instead of original constellation points and follows the slow convergence speed of CMA. In this paper, We propose an adaptive blind equalization algorithm with dual-mode, which has decision regions. Inside the decision regions, it operates as considering the moudlus of original data symbol point and outside the decision region, it operates as considerin gthe modulus of new constellation points. The proposed algorithm has a lower error in the steady state and rapid convergence speed toward steady state using the original data symbol points instead of new constellation points in the decision regions. From computer simulation, we confirm that the propposed algorithm has the performance superiority in residual ISI, convergence speed compared with the cnventional adaptive blind equalization algorithms, CMA, MCMA, Stop-and-Go algorithm.

• Journal of the Institute of Electronics and Information Engineers
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• v.50 no.7
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• pp.87-95
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• 2013

In this paper, 2.5 Gb/s burst-mode clock and data recovery(CDR) is presented. Digital frequency calibration scheme is adopted to eliminate mismatch between the input data rate and the output frequency of the gated voltage controlled oscillator(GVCO) in the clock recovery circuitry. A jitter rejection scheme is also used to reduce jitter caused by input data. The proposed burst-mode CDR is designed using 0.11 ${\mu}m$ CMOS technology. Post-layout simulations show that peak-to-peak jitter of the recovered data is 14 ps with 0.1 UI input referred jitter, and maximum tolerance of consecutive identical digit(CID) is 2976 bits without input data jitter. The active area occupies 0.125 $mm^2$ without loop filter and the total power consumption is 94.5 mW.

• Composites Research
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• v.18 no.4
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• pp.52-58
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• 2005

A cyclocopter propelled by the cycloidal blade system, which can be described as a horizontal rotary wing, is a new concept of VTOL vehicle. In this paper, optimized structure design is carried out for the aerodynamically optimized cyclocopter rotor system. Database is obtained fer design variables such as stacking sequence (ply angles), number of plies and spar locations through MSC/NASTRAN and optimum values are determined by RSM and some other optimizing processes. For the rotor system including optimized blade and composite hub m, the maximum stress by static analysis is within the failure criteria. And the rotor system is designed for the purpose of avoiding possible dynamic instabilities by inconsistency between frequencies of rotor rotation and some low natural frequencies of rotor.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.25 no.4
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• pp.582-591
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• 2001

It is known that the reduced integration, modified shape function, anisoparametric and non-conforming element can reduce the error induced by stiffness locking phenomenon in the finite element analysis. In this study, we propose new anisoparametric curved beam element. The new element based on reduced minimization theory is composed of different shape functions in each displacement field. By the substitution of this modified shape function, the unmatched coefficient that cause stiffness locking in the constraint energy is eliminated. To confirm the availability of this new model, we performed numerical tests for a simple model. As a result of numerical test, the undulate stress patterns are disappeared in static analysis, and displacements and stresses are close to exact solution. Not only in the static analysis but also in the eigen analysis of free vibrated curved beam model, this element shows successful convergent results.

• Journal of the Earthquake Engineering Society of Korea
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• v.12 no.4
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• pp.19-33
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• 2008

Dynamic response measurements from natural excitation were carried out for 25- and 42-story buildings to evaluate their inherent properties, such as natural frequencies, mode shapes and damping ratios. Both are reinforced concrete buildings adopting a core wall, or with shear walls as the major lateral force resisting system, but frames are added in the plan or elevation. In particular, shear walls in a 25-story building are converted to frames from the 4th floor level downwards while maintaining a core wall throughout, resulting in a fairly complex structure. Due to this, along with similar stiffness characteristics in the principal directions, significantly coupled and closely spaced modes of motion are expected in this building, making identification rather difficult. By using various state-of-the-art system identification methods, the modal parameters are extracted, and the results are then compared. Three frequency-domain and four time-domain based operational modal identification methods are considered. Overall, all natural frequencies and damping ratios estimated from the different identification methods showed a greater consistency for both buildings, while mode shapes exhibited some degree of discrepancy, varying from method to method. On the other hand, in comparison with analysis results obtained using the initial finite element(FE) models, test results exhibited a significant difference of about doubled frequencies, at least for the three lower modes in both buildings. To improve the correlation between test and analysis, a few manual schemes of FE model updating based on plausible reasons have been applied, and acceptable results are obtained. The advantages and disadvantages of each identification method used are addressed, and some difficulties that might arise from the updating of FE models, including automatic procedures, for such large structures are carefully discussed.

• Journal of the Korea Concrete Institute
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• v.20 no.4
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• pp.503-511
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• 2008

This paper presents the results of an analytical and experimental study on the performance of reinforced concrete beams subjected to pure torsion. The main parameters of the experimental tests were amount of torsional reinforcement and the ratio of the transverse torsional reinforcement to the longitudinal torsional reinforcement. The test results indicated that the maximum amount of torsional reinforcement required in ACI 318-05 code underestimated almost twice as much as the observed maximum amount of torsional reinforcement. Comparisons between the tested and calculated torsional behaviors of the 102 beams showed that the torsional failure modes of ACI 318-05 code disagreed with the observed failure modes. In addition, the torsion provisions in ACI 318-05 code overestimate the torsional strength of the RC beams in which relatively large amount of torsional reinforcement were reinforced, while underestimate for the beams with small amount of torsional reinforcement. This discrepancy between the theoretical ultimate torsional strength as given by the ACI 318-05 code and the experimental one can be due to neglecting the tension stiffening effect and the contribution of the torsional strength by concrete.