• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1996년도 추계학술대회 논문집
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• pp.851-856
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• 1996

In this paper, we introduce the design method using CAE(Computer Aided Engineering) which is profitable in the compatability and standardization of the developed product, and the reduction of construction time and price to develop and design a machine equipment. Particularly, we select the standard model to design or develop from the large machinery to the super precision one, extract the peculiar characters of the model by the close analysis of the physical and technical part, the experiment for the characteristics of objective dimensions by analogical mathematical analysis for previous results, and can induce the design model demanded by user investigating optimal data in the design previous We present the analogical algorithms and process method of design factors and restriction factors in the systematization design with computer. Then we analyze step functions for each systematization equipment and induce the process of technical data with actuator model.

• 응용통계연구
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• 제25권6호
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• pp.889-896
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• 2012

In this paper, we propose a statistic to measure investor sentiment. It is a usual phenomenon that an asymmetric volatility (referred to as the leverage effect) is observed in financial time series and is more sensitive to bad news rather than good news. In a bubble state, investors tend to continuously speculate on financial instruments because of optimism about the future; subsequently, prices tend to abnormally increase for a long time. Estimators of the transformation parameter and the skewness based on Yeo-Johnson transformed GARCH models are employed to check whether a bubble or abnormality exist. We verify the appropriacy of the proposed interpretation through analyses of KOSPI and NIKKEI.

• 기술혁신학회지
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• 제13권3호
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• pp.513-537
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• 2010

"시장규율로서의 FDI" 가설에 따르면 직접투자 자금유입은 국내기업의 혁신활동에 영향을 미치는 시장구조에 변화를 주는 메커니즘으로 작용한다. STEPI의 2008 KIS 데이터에 대한 프로빗 추정결과는 Bertschek(1995)이 분석한 독일기업의 경우와 달리, 한국기업의 제품혁신을 설명하는데 FDI가 설명력이 없는 것으로 나타났다. 이의 근거로 본 연구는 한국 산업의 시장구조가 독일의 경우보다 독점적인데서 기인한다는 추론을 제시하였다. 2005, 2008년 데이터로 구성된 패널데이터 분석의 경우, GLS와 OLS의 행렬가중평균을 추정하는 임의 파라미터 추정법을 적용하였다. 그 결과는 단순 패널프로빗추정 결과와 상당한 차이가 나, 기업간 파라미터에 많은 파라미터 추정치 변화가 있음을 보여준다. 그러나, 패널추정치와 횡단면 추정치간 타 계수의 부호는 달라도 FDI에 대한 결과는 동일한 것으로 나타난다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 춘계학술대회논문집E
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• pp.27-32
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• 2001

A study has been made of the condition to maintaining Taylor-Proudman column flows in a compressible rotating fluid, which is driven by small mechanical and/or thermal perturbations imposing on the container wall in the basic state of isothermal rigid body rotation. The Rossby and system Ekman numbers are assumed to be very small. The Taylor-Proudman column flow can be produced when energy parameter, e, becomes constant on the whole flow region. Energy balance concept, related to energy parameter, and its physical interpretation are given with comprehensive discussions.

• 한국지능시스템학회:학술대회논문집
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• 한국퍼지및지능시스템학회 1993년도 Fifth International Fuzzy Systems Association World Congress 93
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• pp.1211-1214
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• 1993

In this paper, we present a fuzzy-number-oriented methodology to model uncertain geometric robot environment and to manipulate geometric uncertainty between robot coordinate frames. We describe any geometric primitive of robot environment as a parameter vector in parameter space. Not only ill-known values of the parameterized geometric primitive but the uncertain quantities of coordinate transformation are represented by means of fuzzy numbers restricted to appropriate membership functions. For consistent interpretation about geometric primitives between different coordinate frames, we manipulate these uncertain quantities using fuzzy arithmetic.

• 한국소음진동공학회논문집
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• 제16권6호
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• pp.609-618
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• 2006

This study is undertaken for the vibration analysis of tapered thick plate with concentrated mass on elastic foundation. The boundary condition of the plate is analyzed with the 4-sides simply supported and 4-fixed basis. This study find out the frequency following the change in size for each foundational variable on Pasternak foundation, one of the two-parameter elastic foundation parameter that considered the shear layer to the Winkler foundation parameter. The concentrated mass is applied with the consideration of mass of the entire plate, and the change of frequency is studies on each location with the consideration of reacting for the three locations for concentrated mass. And, in order to find out the change of frequency on the thickness of the plate, it considered tapered ratio that linearly changes depending on the length of the plate with the thickness of the plate in x-direction, and the tapered ratio has changes with 4 types ($\alpha$=0.25, 0, 5, 0.75, and 1.0). For the interpretation, the program using finite element method (F.E.M.) is used and the element coordination is used the 8-node serendipity element. Therefore, the purpose of this study is to find out the characteristics of plate vibration under the mechanica vibration or external vibration factor to facilitate as the basic data of the design to secure the stability.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.14-21
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• 2008

In this study, a series of CID tests were performed on gypsum-cemented specimens to determin the cohesion intercept and the confined stress start to break the cementation bonds (${q_i}'_{(BP)}$). And the relationships between the unconfined compressive strength ($q_{ucs}$) and cohesion intercept or ${q_i}'_{(BP)}$ were investigated. From the experiments, it was concluded that the friction angle of cemented sands is not affected by cementation while the cohesion intercept of cemented sands significantly influenced by cementation and is constant before ${q_i}'_{(BP)}$. By an analytical interpretation, the failure strength of cemented specimen could be represented by summation of the failure strength of uncemented specimen and the unconfined compressive strength of cemented one. And the cohesion intercept of cemented specimen was represented as a linear relation with the unconfined compressive strength. Those analytical values of failure strength and cohesion intercept almost coincided with the experimental values of those. In addition, the ${q_i}'_{(BP)}$ also could be related with unconfined compressive strength linearly.

• 정보처리학회논문지B
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• 제18B권6호
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• pp.397-404
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• 2011

본 논문에서는 헬륨가스 흡입에 따른 조음기관의 특성이 변화되는 것을 측정하기 위해 음성분석학적 요소의 적용을 통한 실험을 수행하였다. 헬륨가스는 기존에 잠수부가 사용하던 질소가스가 인체에 치명적인 공기 색전증을 유발하게 되면서 이를 극복하기 위한 대체 호흡용 가스로 사용되고 있다. 그러나, 헬륨가스는 명료도가 낮은 squeaky voice를 유발하기 때문에 잠수부들의 비정상적인 음성에 대한 해석에 어려움이 많다. 따라서, 헬륨가스가 음성기관에 미치는 영향을 음성분석학적 특성 변화로 측정하기 위해 헬륨가스 흡입 전과 후의 음성을 기반으로 피치 및 스펙트로그램 측정, 분석에 대한 실험을 수행하였다.

• Journal of Electrical Engineering and Technology
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• 제7권1호
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• pp.109-114
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• 2012

In this paper, we utilize training strategy of hidden Markov model (HMM) to use in versatile issues such as classification of time-series sequential data such as electric transient disturbance problem in power system. For this, an automatic means of optimizing HMMs would be highly desirable, but it raises important issues: model interpretation and complexity control. With this in mind, we explore the possibility of using genetic algorithm (GA) and harmony search (HS) algorithm for optimizing the HMM. GA is flexible to allow incorporating other methods, such as Baum-Welch, within their cycle. Furthermore, operators that alter the structure of HMMs can be designed to simple structures. HS algorithm with parameter-setting free technique is proper for optimizing the parameters of HMM. HS algorithm is flexible so as to allow the elimination of requiring tedious parameter assigning efforts. In this paper, a sequential data analysis simulation is illustrated, and the optimized-HMMs are evaluated. The optimized HMM was capable of classifying a sequential data set for testing compared with the normal HMM.

• 한국지반공학회논문집
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• 제16권4호
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• pp.63-70
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• 2000

불연속성 암반의 강도특성이나 변형특성에 대한 해석중 가장 중요한 점은 불연속면의 정량적인 파악과 조사방법에 있다. 그러나, 실질적으로 불연속면의 조사 인자들이 암반의 역학적인 특성과의 관계에 대하여는 분명한 해답을 내릴 수 없는 단계에 있다. 본 연구에서는 첫째로 불연속면의 현장 조사 항목 중 절리밀도, 절리길이, 절리 간격을 변화시키면서 암반의 탄성계수와의 상호관계를 밝히고 둘째로, 불연속성 암반의 탄성계수에 직접적인 관계를 가지며 불연속성 암반의 탄성계수를 정리할 수 있는 새로운 인자를 제안하는 것이 목적이다. 해석방법으로는 불연속성 암반의 기본모델로써 난수발생법에 의하여 불연속면을 발생시킨 기본단위구조를 가정하고 이를 균질화법과 유한요소법을 이용한다. 이들 방법을 통한 수치해석으로 불연속성 암반의 탄성계수를 구한다. 그 결과 불연속면의 조사항목과 탄성계수와의 상호관계성 뿐만 아니라 불연속성 암반의 탄성계수와 선형적인 관계를 가지는 새로운 파라메타로써 영향면적률을 제안한다.