• Proceedings of the KAIS Fall Conference
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• 2010.05a
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• pp.71-73
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• 2010

본 논문에서는 커넥터의 S-파라미터로 특성임피던스를 계산하고 커넥터의 성능개선을 위해 설계변경을 한다. FEM(Finite Elements Method) 시뮬레이터로 커넥터의 S-파라미터를 계산하고 회로 시뮬레이터에서 동일한 R, L, C 값을 가지는 등가 회로모델을 추출한다. 인덕턴스와 커패시턴스로 특성임피던스를 계산하고 임피던스 부정합 상태를 확인한다. 특성임피던스 공식으로부터 커패시턴스를 증가시켜 임피던스 정합을 유도하고 커패시턴스는 신호선의 평행한 면적을 확장하여 증가시킨다. 결과적으로 반사손실이 약 5 dB 개선되었고 신호선 유효면적의 증가로 임피던스가 감소하여 삽입손실도 개선되었다.

• Journal of Power System Engineering
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• v.15 no.5
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• pp.30-36
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• 2011

본 논문은 근수축을 이용한 근육 작용의 운동학을 다룬다. 첫째, 근육 해부학이 미시적 관점의 운동학에 대하여 검토되었으며, 다음으로 거시적 관점의 근육 운동학이 작동 이론을 설명하기 위해 공식화 되었다. 그리고 작동 모델을 평가하기 위해 시뮬레이션 결과가 제시된다. 본 연구는 마이크로미터 거리에 따라 생물학적 분자 운동이 어떻게 거시적 운동으로 바뀌는지를 설명하고 있다. 마지막으로 근육 모델이 거시적/미시적 작동용으로 여러 가지 역학의 형태로 이용될 수 있다는 것을 보인다.

• Proceedings of the Korean Information Science Society Conference
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• 2007.10b
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• pp.264-268
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• 2007

연결선(interconnect) 사이의 간섭으로 발생하는 crosstalk 지연시간(delay)을 제거하기 위한 두 가지의 방법을 제안 한다. (1) 체계적인 코드를 생성해내는 방법으로 crosstalk 지연시간(delay) 유발 경우를 두 가지의 종류로 분류하여 각각에 대해 버스(bus) 비트 수의 증가에 따른 analytic 한 코드 생성 공식을 유도하였다; (2) 부-버스(sub-bus) 간에 발생하는 crosstalk 지연시간(delay)을 기존의 방법에 비해 보다 효율적으로 제거하는, 즉 추가적인 차단 라인 (또는 complement 비트 라인)를 감소시키는 방법을 제안 한다. 두 연구 결과는 연결선 상의 데이터 전송에 따른 신뢰성, 지연시간 및 전력 소모 증가를 유발하는 crosstalk를 차단하는 엔코딩 기법으로 유용하게 사용될 것으로 보인다.

• Proceedings of the Korean Information Science Society Conference
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• 2003.04d
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• pp.199-201
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• 2003

현재 셀룰러(Cellular) 코어(Core) 망에서의 회선산출은 얼랑(Erlang) B 이론으로부터 출발하고 있다 시도호(attempted call)의 특성이 포아송(Poisson)분포임을 가정한 얼랑 공식으로부터 유도된 얼랑 B 테이블을 통해 각구간의 트래픽 및 목표 호손율(Block Rate)에 맞는 적절한 회선 수를 산출한다. 본 논문에서는 유선 전화망에서 주로 쓰이던 얼랑 B 이론이 이동통신 셀룰러 코어 방에서도 적용될 수 있는지의 여부를 판단하기 위해서 1500만 이상의 가입자를 보유하고 있는 셀룰러 코어 망을 실험대상으로 하였다. 트래픽 분포 및 얼랑 B 호손율을 검증하기 위해 실측 실험을 하였으며, 과금 데이터(Billing Data)를 이용하여 실측 실험과 같은 결과를 얻기 위해 Block Generating Program을 개발하였다. 총 108개 루트(Route)에 대한 측정 실험 결과 50%의 트래픽만이 포아송 분포 특성을 만족함을 알아내었고, 포아송 분포를 벗어난 트래픽에서의 얼랑 B 테이블의 보정 방법을 실제 실험 데이터의 통계특성에 따라 도출하는 방식을 제안한다.

• Journal of Korea Water Resources Association
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• v.50 no.12
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• pp.827-836
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• 2017

The most important parameters of the Muskingum method, widely used in hydrologic river routing, are the storage coefficient and the weighting factor. The Muskingum method does not consider the lateral inflow from the upstream to the downstream, but the lateral inflow actually occurs due to the rainfall on the watershed. As a result, it is very difficult to estimate the storage coefficient and the weighting factor by using the actual data of upstream and downstream. In this study, the flow without the lateral inflow was calculated from the river flow through the hydraulic flood routing by using the HEC-RAS one-dimensional unsteady flow model, and the method of the storage coefficient and the weighting factor calculation is presented. Considering that the storage coefficient relates to the travel time, the empirical travel time formulas used in the establishment of the domestic river basin plan were applied as the storage coefficient, and the simulation results were compared and analyzed. Finally, we have developed a formula for calculating the travel time considering the flow rate, and proposed a method to perform flood routing by updating the travel time according to the inflow change. The rise and fall process of the flow rate, the peak flow rate, and the peak time are well simulated when the travel time in consideration of the flow rate is applied as the storage coefficient.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.4 no.4
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• pp.1-11
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• 1984

Developed is a nonlinear fracture theory which can model the complex fracture behavior of concrete. This theory is based on the nonlinear behavior due to progressive microcracking and strain-softening in the fracture process zone of concrete cracks. The simplified realistic fracture model which preserves the same fracture energy for the different fracture process zone widths is also derived. By modeling fracture through stress-strain behavior, the effect of compressive stresses parallel to the crack plane can be easily taken into account. The comparisons of the present theory with valuable fracture test data available in the literature show good agreements, and the existing linear theory exhibits in many cases large deviations from the actual test results. A simple approximate formula for the fracture energy of concrete which should, be necessary for the fracture analysis of concrete structures is derived. Finally, the application of fracture theory to reinforced concrete and the necessity of further research are discussed.

• Journal of Korea Water Resources Association
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• v.33 no.2
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• pp.263-276
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• 2000

This paper is to derive the probable rainfall depths and the probable rainfall intensity formulas for Inchon Metropolitan district. The annual maximum rainfall data from 10 min. to 6 hours have been collected from the Inchon weather station. Eleven types of probability distribution are considered to estimate probable rainfall depths for 12 different storm durations at the Inchon Metropolitan district. Three tests including Chi-square, Kolmogorov-Smimov and Cramer Von Mises with the graphical analysis are adopted to select the best probability distribution. The probable rainfall intensity formulas are then determined by the least squares method using the trial and error approach. Five types of Talbot type, Sherman type, Japanese type, Unified type I, and Unified type II are considered to determine the best type for the Inchon rainfall intensity. The root mean squared errors are computed to compare the accuracy from the derived formulas. It has been suggested that the probable rainfall intensities having Unified type I for the short term duration should be the most reliable formulas by considering the root mean squared errors and the difference between computed probable rainfall depth and estimated probable rainfall depth.

• The Journal of Korean Association of Computer Education
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• v.18 no.4
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• pp.55-62
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• 2015

Recommender systems through collaborative filtering has been utilized successfully in various areas by providing with convenience in searching information. Measuring similarity is critical in determining performance of these systems, because it is the criteria for the range of recommenders. This study analyzes distributions of similarity from traditional measures and investigates relations between similarities and the number of co-rated items. With this, this study suggests a method for selecting reliable recommenders by restricting similarities, which compensates for the drawbacks of previous measures. Experimental results showed that restricting similarities of neighbors by upper and lower thresholds yield superior performance than previous methods, especially when consulting fewer nearest neighbors. Maximum improvement of 0.047 for cosine similarity and that of 0.03 for Pearson was achieved. This result tells that a collaborative filtering system using Pearson or cosine similarities should not consult neighbors with very high or low similarities.

• Journal of Korea Water Resources Association
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• v.32 no.3
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• pp.291-300
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• 1999

The Snyder's synthetic unit hydrograph method is selected to apply the concept of the fractal dimension by stream order for the practicable rainfall-runoff generation, and fourth types of the Snyder's relation are derived from topographic and observed unit hydrograph data of twenty-nine basins. As a result of the analysis of twenty-nine basins and the verification of two basins, the Snyder's relation which considers the fractal dimension of the stream length and uses calculated unit hydrograph data shows the best result. The concept of the fractal dimension by stream order is applied to the Snyder's synthetic unit hydrograph method. The topographic factors, used in the Snyder's synthetic unit hydrograph method, which have a property of the stream length like $L_{ma}$ (mainstream length) and $L_{ca}$ (length along the mainstream to a point nearest the watershed centroid) were considered. In order to simplify the fractal property of stream length, it is supposed that $L_{ma}$ has not the fractal dimension and the stream length between $L_{ma}$ and ($L_{ma}\;-\;L_{ca}$) has the fractal dimension of 1.027. From the utilization of this supposition, a new Snyder's relation which consider the fractal dimension of the stream length occurred by the map scale used was finally suggested.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.37 no.5C
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• pp.376-383
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• 2012

In this paper, we provide a general expression of spatial multiplexing gain (SMG) for two mutually interfering multiple-input multiple-output (MIMO) broadcast channels, referred to as MIMO-IBC, when some of user messages are made available to base stations through a common noiseless backbone line. The MIMO-IBC has two base stations and multiple users, each equipped with multiple antennas, where independent messages are transmitted over fixed channels. From the derived results, we observe the variation of the SMG with respect to the presence of a coordination as well as various antenna distributions, and compare the derived result to the SMG of the case with full cooperation among users.