• 전자공학회논문지T
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• 제35T권2호
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• pp.48-55
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• 1998

광대역 소음의 능동소음제어(Active Noise Control, ANC)에 사용되는 Filtered-X Least Mean Aquares(FXLMS) 알고리즘의 주 결점은 제어 알고리즘의 입력으로 사용되는 필터링된 기준신호가 상관되어 입력신호의 자기상관행렬이 큰 고유치비를 갖게 됨으로써 수렴속도가 느려지는 것이다. 이 상관은 그 원인이 기준센서 신호의 자기상관 때문이거나, 기준신호가 오차경로로 필터링되어서 나타난다. Recursive Least Squares(RLS)와 같은 빠른 수렴속도를 갖는 적응 알고리즘이 존재하지만, 이들 알고리즘은 실 계의 구현을 위해 많은 계산을 필요로 하거나, 각 샘플마다 제어기의 최적화가 필요한데, 이는 매우 심각한 제한조건이다. 본 논문에서는 빠른 수렴의 속도를 갖으면서 FXLMS와 근사한 연산량을 갖는 제어알고리즘을 제안한다. 이 알고리즘은 수렴속도를 느리게 하는 상관성을 줄이기 위해 이산 Walsh 변환을 사용하는 변환영역 FXLMS이다. 제안한 알고리즘을 광대역 능동소음제어 시스템에 적용, 모의시험한 결과 FXLMS의 문제점인 고유치비가 약 1/40으로 줄어드는 성능 개선 효과를 확인할 수 있었다.

• 한국항공우주학회지
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• 제41권6호
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• pp.495-501
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• 2013

한국형 기동헬기는 블레이드 가진주파수를 회피하고 지상 운용에서 로터와 기체의 동적 특성이 연계되어 나타나는 불안정성이 없도록 설계되었다. 이러한 설계 목적을 위해 진동 해석과 지상공진 해석을 수행하여 기체와 주로터의 동적 특성을 분석하였다. 이후 훨타워 시험을 통해 주로터의 동적특성을 확인하였으며 지상진동시험을 통해 기체의 동적 특성을 확인하였다. 지상진동시험은 지상 및 비행 운용 조건이 고려된 시험체 구성과 시험 조건을 적용하여 수행되었다. 본 논문에서는 한국형 기동헬기에 적용된 지상진동시험 방법 및 분석 기법을 보이고 해석 모델 보정기법과 보정된 해석 결과를 제시한다.

• 한국미생물·생명공학회지
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• 제44권1호
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• pp.48-54
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• 2016

본 연구에서는 홍조류 중 하나인 E. cottonii로부터 환원당을 생산하기 위하여 산 가수분해법을 수행하였다. 반응표면분석법을 이용한 반응조건의 최적화를 통하여 환원당 생성에 미치는 반응인자들의 상호작용을 조사한 결과, 낮은 반응온도, 낮은 촉매농도, 그리고 짧은 반응시간의 조건에서 많은 양의 환원당이 생성되었고, 반면에 가혹한 반응조건일수록 당의 과분해산물인 5-HMF와 레불린산의 생성이 증가하였다. 환원당 생성의 최적 반응조건은 $160.1^{\circ}C$, 1.0% 황산, 그리고 13.1분의 반응시간 조건에서 25.8 g/l의 환원당 생성을 예측하였다. 이러한 결과로부터 해조류로부터 바이오연료 및 화학원료로 전환가능한 당의 확보 가능성을 제시하였고, 이상과 같이 얻어진 정보들은 향후 화석 자원을 대체하기 위한 기본 정보로 활용될 수 있다는 점에서 의의가 있다고 하겠다.

• Wind and Structures
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• 제18권4호
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• pp.443-456
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• 2014

A popular modern architectural form for tall buildings is two (or more) towers which are structurally linked through such features as a shared podium or sky-bridges. The fundamental features of the wind loading and the structural links of such buildings can be studied by measuring load components on the individual unlinked towers along with their correlations. This paper describes application of dual high frequency force balance (DHFFB) in a wind tunnel study of the base wind loading exerted on generic tall twin buildings in close proximity. Light models of two identical generic tall buildings of square plan were mounted on DHFFB and the base wind loading exerted on the buildings was simultaneously acquired. The effects of the relative positions of the buildings on the correlations and coherences involving loading components on each building and on the two buildings were investigated. For some relative positions, the effects of the building proximity on the wind loading were significant and the loading was markedly different from that exerted on single buildings. In addition, the correlations between the loadings on the two buildings were high. These effects have potential to significantly impact, for example, the modally-coupled resonant responses of the buildings to the aerodynamic excitations. The presented results were not meant to be recommended for direct application in wind resistant design of tall twin buildings. They were intended to show that wind loading on tall buildings in close proximity is significantly different from that on single buildings and that it can be conveniently mapped using DHFFB.

• Structural Engineering and Mechanics
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• 제33권2호
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• pp.215-238
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• 2009

This paper introduces an improved modal pushover analysis (IMPA) which can effectively evaluate the seismic response of multi-span continuous bridge structures on the basis of modal pushover analysis (MPA). Differently from previous modal pushover analyses which cause the numerical unstability because of the occurrence of reversed relation between the pushover load and displacement, the proposed method eliminates this numerical instability and, in advance the coupling effects induced from the direct application of modal decomposition by introducing an identical stiffness ratio for each dynamic mode at the post-yielding stage together with an approximate elastic deformation. In addition to these two introductions, the use of an effective seismic load, calculated from the modal spatial force and applied as the distributed load, makes it possible to predict the dynamic responses of all bridge structures through a simpler analysis procedure than those in conventional modal pushover analyses. Finally, in order to establish validity and applicability of the proposed method, correlation studies between a rigorous nonlinear time history analysis and the proposed method were conducted for multi-span continuous bridges.

• 한국진공학회:학술대회논문집
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• 한국진공학회 2016년도 제50회 동계 정기학술대회 초록집
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• pp.432.2-432.2
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• 2016

A new A-D-A type (Acceptor-Donor-Acceptor) conjugated based on pyridine-borane complex (Donor), non-boron fluorine (Donor) and 2,5-bis(alkyl)-3,6-di(thiophen-2-yl)pyrrolo[3,4-c]pyrrole-1,4(2H,5H)-dione (DPP) (Acceptor) were designed and synthesized via Pd-catalyzed Suzuki cross-coupling reaction. The synthesized boron based complex exhibited high electron affinity, which indicates deep HOMO energy levels and good visible absorption led to their use as donors in BHJ (bulk heterojunction) solar cells. Inverted devices were fabricated, reaching open-circuit voltage as high as 0.91eV. To probe structure-property relationship and search for design principle, we have synthesized pyridine-boron based electron donating small molecules. In this study, we report a new synthetic approach, molecular structure, charge carrier mobility and morphology of blended film and their correlation with the photovoltaic J-V characteristics in details.

• 대기
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• 제25권1호
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• pp.149-154
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• 2015

As an attempt to improve fog predictability at Incheon International Airport (IIA) we couple the 3D weather forecasting model currently operational in Korea Meteorological Administration (regional Unified Model, UM_RE) with a 1D turbulence model (PAFOG). The coupling is done by extracting the meteorological data from the 3D model and properly inserting them in the PAFOG model as initial conditions and external forcing. The initial conditions include surface temperature, 2 m temperature and dew point temperature, geostrophic wind at 850 hPa and vertical profiles of temperature and dew point temperature. Moisture and temperature advections are included as external forcing and updated every hr. To validate the performance of the coupled system, simulation results of the coupled system are compared to those of the 3D model alone for the 22 sea fog cases observed over the Yellow Sea. Three statistical indices, i.e., Root Mean Square Error (RMSE), linear correlation coefficient (R) and Critical Success Index (CSI), are examined, and they all indicate that the coupled system performs better than the 3D model alone. These are certainly promising results but more improvement is required before the coupled system can actually be used as an operational fog forecasting model. For the RMSE, R, and CSI values for the coupled system are still not good enough for operational fog forecast.

• 정보관리학회지
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• 제27권1호
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• pp.103-118
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• 2010

최근 특허기술의 가치평가가 크게 강조되고 있으며, 그 평가의 수단으로 특허의 피인용횟수가 매우 유용한 척도 중의 하나로 받아들여지고 있다. 그에 따라 이 연구에서는 특허의 피인용횟수와 이에 영향을 미칠만한 형태적 기술적 개념적 요인의 17개 변수들 간의 상관관계를 미국특허를 대상으로 5개 주제분야에 걸쳐 분석하였다. 분석결과 특허의 피인용횟수와 일정 수준 이상의 상관관계, 즉 5% 이상의 설명력을 갖는 변수는 페이지 수, 청구항 수, 참고문헌 평균 피인용횟수, 기술분야 특허증감율, 서지결합도, 동시인용도 및 문헌간유사도 등 7개로 나타났다. 또한 이들 변수에 대한 분산분석 결과 7개 변수 모두 전반적으로 대부분의 주제분야 간에 있어서 평균값의 차이가 있는 것으로 나타났다.

• Earthquakes and Structures
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• 제9권1호
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• pp.145-171
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• 2015

Due to earthquakes, many structures suffered extensive damages that were attributed to the torsional effect caused by mass, stiffness or strength eccentricity. Due to this type of asymmetry torsional moments are generated that are imposed by means of additional shear forces developed at the vertical resisting structural elements of the buildings. Although the torsional effect on the response of reinforced concrete buildings was the subject of extensive research over the last decades, a quantitative index measuring the amplification of the shear forces developed at the vertical resisting elements due to lateral-torsional coupling valid for both elastic and elastoplastic response states is still missing. In this study a reliable index capable of assessing the torsional effect is proposed. The performance of the proposed index is evaluated and its correlation with structural response quantities like displacements, interstorey drift, base torque, shear forces and upper diaphragm's rotation is presented. Torsionally stiff, mass eccentric single-story and multistory structures, subjected to bidirectional excitation, are considered and nonlinear dynamic analyses are performed using natural records selected for three hazard levels. It was found that the proposed index provides reliable prediction of the magnitude of torsional effect for all test examples considered.

• ETRI Journal
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• 제21권4호
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• pp.65-82
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• 1999

We present a calculation model for an improved quantitative theoretical analysis of electronic and optical properties of strained-piezoelectric[111] InGaAs/GaAs superlattices (SLs). The model includes a full band-coupling between the four important energy bands: conduction, heavy, light, and spin split-off valence bands. The interactions between these and higher lying bands are treated by the k ${\cdot}$ p perturbation method. The model takes into account the differences in the band and strain parameters of constituent materials of the heterostructures by transforming it into an SL potential in the larger band-gap material region. It self-consistently solves an $8{\times}8$ effective-mass $Schr{\ddot{o}}dinger$ equation and the Hartree and exchange-correlation potential equations through the variational procedure proposed recently by the present first author and applied to calculate optical matrix elements and spontaneous emission rates. The model can be used to further elucidate the recent theoretical results and experimental observations of interesting properties of this type of quantum well and SL structures, including screening of piezoelectric field and its resultant optical nonlinearities for use in optoelectronic devices.