• 한국통신학회논문지
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• 제25권5B호
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• pp.830-841
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• 2000

We extend the sue of the method of least square to develop a recursive algorithm for the design of adaptive transversal filters such that, given the least-square estimate of this vector of the filter at iteration n-1, we may compute the updated estimate of this vector at iteration a upon the arrival of new data. We begin the development of the RLS algorithm by reviewing some basic relations that pertain to the method of least squares. Then, by exploiting a relation in matrix algebra known as the matrix inversion lemma, we develop the RLS algorithm. An important feature of the RLS algorithm is that it utilizes information contained in the input data, extending back to the instant of time when the algorithm is initiated. In this paper, we propose new tap weight updated RLS algorithm in adaptive transversal filter with data-recycling buffer structure. We prove that convergence speed of learning curve of RLS algorithm with data-recycling buffer is faster than it of exiting RL algorithm to mean square error versus iteration number. Also the resulting rate of convergence is typically an order of magnitude faster than the simple LMS algorithm. We show that the number of desired sample is portion to increase to converge the specified value from the three dimension simulation result of mean square error according to the degree of channel amplitude distortion and data-recycle buffer number. This improvement of convergence character in performance, is achieved at the (B+1)times of convergence speed of mean square error increase in data recycle buffer number with new proposed RLS algorithm.

• 한국지하수토양환경학회지:지하수토양환경
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• 제12권4호
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• pp.54-59
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• 2007

본 연구에서는 수학적 모델링을 통해 강우에 기인하는 지하수위 변동예측 준-해석학적 모델을 개발하였다. 개발된 모델은 홍천 지역의 지하수위 변동을 예측에 적용되었으며 이를 위하여 지하수 변동 관측자료 및 강우자료가 이용되었다. 개발된 모델은 비선형 파라미터 예측 코드를 활용하여 2003년 지하수위 변동을 예측하도록 적정되었으며 이렇게 최적화에 이용된 입력 파라미터는 그 다음해인 2004년 지하수위 변동을 예측하는데 활용되었다. 강우자료에 기초한 2004년 지하수위 변동 예측은 RMS 오차가 0.18 m로 관측지하수위의 표준편차가 0.44 m인 것으로 미루어 보았을 때 대체로 양호한 것으로 판단된다. 또한 본 연구에서는 개발된 모델을 이용하여 지표 피복의 변화에 기인하는 함양율 감소 시 발생되는 지하수위 변동 예측 및 양수에 의한 인공적인 지하수위 강하를 모사하는데 적용하였다. 본 연구의 결과는 보다 정확한 지하수위 변동 예측증 위해서는 지하수 함양율을 상수로 적용하는 것이 적절치 않으며 강우 패턴의 함수로 결정되어야 함을 보인다.

• 콘크리트학회논문집
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• 제20권1호
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• pp.51-58
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• 2008

해석적 방법에 의한 지진 취약성 분석 (fragility analysis)은 입력 거동과 응답 특성의 불확실성을 고려하기 위해 임의화된 확률 변수들 (randomized response variables)로 인하여 해석 과정에 상당한 노력과 시간이 요구된다. 본 연구에서는 구조물의 기본적인 특성인 강성, 강도 및 연성 능력에 따라 지진 취약도 곡선을 바로 도출할 수 있는 새로운 방법을 제안한다. 광범위한 구조물을 대표할 수 있는 일반화된 단자유도계의 동적 해석 결과로부터 로그 정규 취약성 곡선의 도출에 필요한 파라미터를 응답 데이터베이스에 저장한다. 이를 이용함으로써 구조물의 기본적인 특성 (강성, 강도, 연성 능력)만으로 동적해석 과정을 수행하지 않고도 한계상태 취약성 곡선을 도출할 수 있다. 본 논문의 적용 사례를 통해서 제안된 방법이 지진 취약성 곡선을 얻는데 매우 효율적임을 확인 할 수 있다.

• 한국농공학회논문집
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• 제58권3호
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• pp.57-69
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• 2016

In this study, we analyzed the extreme rainfall distribution scenarios based on probable rainfall calculation and applying various time distribution models over the landslide high risk zones in urban areas. We used observed rainfall data form total 71 ASOS (Automated Synoptic Observing System) station and AWS (Automatic Weather Station) in KMA (Korea Meteorological Administration), and we analyzed the linear trends for 1-hr and 24-hr annual maximum rainfall series using simple linear regression method, which are identified their increasing trends with slopes of 0.035 and 0.660 during 1961-2014, respectively. The Gumbel distribution was applied to obtain the return period and probability precipitation for each duration. The IDF (Intensity-Duration-Frequency) curves for landslide high risk zones were derived by applying integrated probability precipitation intensity equation. Results from IDF analysis indicate that the probability precipitation varies from 31.4~38.3 % for 1 hr duration, and 33.0~47.9 % for 24 hr duration. It also showed different results for each area. The $Huff-4^{th}$ Quartile method as well as Mononobe distribution were selected as the rainfall distribution scenarios of landslide high risk zones. The results of this study can be used to provide boundary conditions for slope collapse analysis, to analyze sediment disaster risk, and to use as input data for risk prediction of debris flow.

• 지구물리와물리탐사
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• 제16권3호
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• pp.139-144
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• 2013

유한길이의 다중 송수신 쌍극자에 의한 수평다층구조의 시간영역 전자기장을 계산하기 위한 컴퓨터 프로그램을 개발하였다. 시간영역 반응은 주파수영역에서 계산된 값에 빠른 역푸리에변환(inverse fast Fourier transform: FFT)을 적용하여 효율적으로 얻을 수 있다. 먼저 대수영역에서 등간격으로 한 decade 당 10개의 주파수영역 반응을 구한 후 FFT를 적용시키기 위해 3차 스플라인 사이채움(cubic spline interpolation)을 실시한다. 이 때 위상의 경우에는 스플라인 사이채움 이전에 위상곡선을 연속적으로 만들어 주는 과정이 추가된다. 스플라인 사이채움된 자료들은 송신전류파형과 곱말기(convolution)를 한 후 FFT를 통해 시간영역 자료로 만들어진다. 이 논문에서는 step-off 파형만 고려하였다. 개발된 시간영역 프로그램은 해석해와 해양 탄화수소 저류층 모델에 대한 반응을 이용하여 검증하였으며, 그 결과는 충분히 정확함을 확인 할 수 있었다.

• 대한인간공학회지
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• 제31권5호
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• pp.629-636
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• 2012

Objective: The purpose of this study is to compare the characteristics of single and double finger gestures related on the web browser and to extract the appropriate finger gestures. Background: As electronic equipment emphasizes miniaturization for improving portability various interfaces are being developed as input devices. Electronic devices are made smaller, the gesture recognition technology using the touch-based interface is favored for easy editing. In addition, user focus primarily on the simplicity of intuitive interfaces which propels further research of gesture based interfaces. In particular, the fingers in these intuitive interfaces are simple and fast which are users friendly. Recently, the single and double finger gestures are becoming more popular so more applications for these gestures are being developed. However, systems and software that employ such finger gesture lack consistency in addition to having unclear standard and guideline development. Method: In order to learn the application of these gestures, we performed the sketch map method which happens to be a method for memory elicitation. In addition, we used the MIMA(Meaning in Mediated Action) method to evaluate gesture interface. Results: This study created appropriate gestures for intuitive judgment. We conducted a usability test which consisted of single and double finger gestures. The results showed that double finger gestures had less performance time faster than single finger gestures. Single finger gestures are a wide satisfaction difference between similar type and difference type. That is, single finger gestures can judge intuitively in a similar type but it is difficult to associate functions in difference type. Conclusion: This study was found that double finger gesture was effective to associate functions for web navigations. Especially, this double finger gesture could be effective on associating complex forms such as curve shaped gestures. Application: This study aimed to facilitate the design products which utilized finger and hand gestures.

• 디지털융복합연구
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• 제10권10호
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• pp.301-306
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• 2012

본 논문은 머신비전시스템에서 정확한 이미지 획득을 위한 방법을 제안한다. 각종 렌즈에서 요구되는 가장 중요한 기능으로는 실물과 동일한 고품질의 결상을 구현하는 광학적 역할이다. 그러나 머신비전시스템의 입력부에서는 렌즈의 수차로 인하여 왜곡현상이 발생한다. 이러한 문제를 해결하기 위해 실세계 좌표계와 영상 좌표계 간의 변환 관계를 정의해주는 매핑 기능으로, 행렬연산을 통하여 두 좌표간의 거리를 계산하여 정확한 위치를 지정하게 된다. 레이저 정밀 가공작업에서도 Galvanometer를 사용하면 비구면 초점 렌즈에 의하여 발생되고 있는 렌즈 수차를 보정하여야 가공 오차를 개선 할 수 있다. 비구면 렌즈의 수차는 2차원 곡선의 형태를 가지고 있으나, 기존의 렌즈 보정 방법인 선형방법은 매우 많은 점들을 검사하여 보정시간이 많이 소요되는 문제점이 있었다. 가공장비에서 렌즈의 수차로 인하여 발생하는 가공오차를 감소시키기 위하여 Bilinear interpolation 기법을 적용하는 방법을 제안하였다. 제안한 방법은 기존 선형방법과 비교하여 위치 오차의 평균값과 표준편차가 향상되었음 실험을 통하여 입증하였으며 실제 레이저 응용업무에 적용하고 있다.

• Geomechanics and Engineering
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• 제15권5호
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• pp.1101-1111
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• 2018

This study aims to present accurate soil modeling and validation of a single roadside guardrail post as well as a single concrete pile installed near cut slopes or compacted sloping embankment. The conventional Winkler's elastic spring model and p-y curve approach for horizontal ground cannot directly be applied to sloping ground where ultimate soil resistance is significantly dependent on ground inclination. In this study, both grid-based 3-D FE model and particle-based SPH (smoothed particle hydrodynamics) model available in LS-DYNA have been adopted to predict the static behavior of a laterally loaded guardrail post. The SPH model has potential to eliminate any artificial soil stiffness due to the deterioration of the node-connected Lagrangian soil mesh. For this purpose, this study comprises two parts. Firstly, only 3-D FE modeling has been tested to show the numerical validity for a single concrete pile in sloping ground using Mohr-Coulomb material. However, this material option cannot be implemented for SPH elements. Nevertheless, Mohr-Coulomb model has been used since this material model requires six input soil data that can be obtained from the comparative papers in literatures. Secondly, this work is extended to compute the lateral resistance of a guardrail post located near the slope using the hybrid approach that combines Lagrange FE elements and SPH elements by the suitable node-merging option provided by LS-DYNA. For this analysis, the FHWA soil material developed for application to road-base soils has been used and also allows the application of SPH element.

• 한국수소및신에너지학회논문집
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• 제25권6호
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• pp.629-635
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• 2014

This paper presents annual energy production (AEP) by a 1.5kW wind turbine due to be installed in Deokjeok-Do island. Local wind data is determined by geometric shape of Deokjeok-Do island and annual wind data from Korea Institute of Energy Research at three places considered to be installed the wind turbine. Numerical simulation using WindSim is performed to obtain flow pattern for the whole island. The length of each computation grid is 40 m, and k-e turbulence model is imposed. AEP is determined by the power curve of the wind turbine and the local wind data obtained from numerical simulation. To capture the more detailed flow pattern at the specific local region, Urumsil-maul inside the island, fine mesh having the grid length of 10m is evaluated. It is noted that the input data for numerical simulation to the local region is used the wind data obtained by the numerical results for the whole island. From the numerical analysis, it is found that a local AEP at the Urumsil-maul has almost same value of 1.72 MWh regardless the grid resolutions used in the present calculation. It is noted that relatively fine mesh used for local region is effective to understand the flow pattern clearly.

• 한국소음진동공학회논문집
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• 제22권4호
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• pp.318-327
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• 2012

The operating sound radiated from a laser printer includes tonal noise components caused by the rotating mechanical parts such as gear, shaft, motor, fan, etc. The negative effects of the tonal noise components need to be considered in the process of developing a sound quality index for the quantitative evaluation of the emotional satisfaction in terms of psycho-acoustics. However, in a previous paper, it was confirmed that the Aures tonality did not have enough correlation with the results of jury evaluation. The sound quality index based on loudness, articulation index, fluctuation strength has a little problem in considering the effects of rotating mechanical parts on the sound quality. In this paper, to solve the tonality evaluation problem, the calculation algorithm of Aures tonality was investigated in detail to find the cause of decreasing the correlation. The new tonality evaluation model was proposed by modifying and optimizing the masking effect, loudness ratio, and shape of weighting curve based on the basic algorithm of Aures tonality, and applied to two kinds of operating sound groups in order to verify the usefulness of proposed model. As a result, it is confirmed that the proposed tonality evaluation model has enough correlation and usefulness for expressing the tonalness in the operating sounds of laser printers. In the following paper, this results will be used to model the sound quality index as the input data by using the classification algorithm.