• 대한전자공학회논문지SD
• /
• 제47권1호
• /
• pp.1-5
• /
• 2010

본 논문에서는, SONOS 소자에서의 일반적인 CHE(Channel Hot Electron) 주입 방법과 기판 순바이어스를 이용한 새로운 전자 주입 방법의 프로그램 효율성에 대해 직접 비교하였다. 기존의 CHE 주입 방법과 비교해서, 새로운 전자 주입 방법은 낮은 구동전압, 빠른 프로그램 속도 등의 특성을 포함하여 높은 프로그램효율을 보였으며, 또한 드레인 영역에서의 순방향 읽기와 역방향 읽기의 문턱전압 차이가 1 V 가량 발생한다는 점에서 국소 주입 동작이 가능함을 확인하였다. 이렇게 제안된 전자주입 방법은 차세대 나노 크기 멀티-비트 SONOS 소자의 동작에 매우 유용하게 사용될 것으로 기대된다.

• 한국IT서비스학회지
• /
• 제6권2호
• /
• pp.145-152
• /
• 2007

This paper describes an extension of Kaffe JVM which enables to extract runtime characteristics of a Java program. The runtime characteristics include frequency of method call instruction, ratio of library method call and ratio of method whose runtime is less than compile time. It also represents ratio of method called only once, polymorphicity of virtual call and distribution of method size called in runtime. This paper analyses runtime features of the SciMark benchmark suite using the extended Kaffe.

• 트랜스-
• /
• 제14권
• /
• pp.35-63
• /
• 2023

파킨슨병은 신체 움직임을 담당하는 도파민의 부족으로 신체 기능의 장애로 기본적인 일상생활까지 영향을 미치는 퇴행성 신경질환이다. 현재 의술로는 완치가 힘들어 병의 지연과 예방 차원으로 운동치료에 관심을 모으고 있다. 이에 본 연구에서는 펠든크라이스 기법®을 파킨슨병 환자에게 적용하여 심신의 상태를 스스로 돌볼 수 있는 신체 움직임 프로그램을 설계하고 보급하는데 목적을 갖는다. 펠든크라이스 기법®은 신체 움직임을 이용한 심신 자각 학습 방법으로 신경가소성의 기능인 뇌와 행동을 연결하여 신경계를 재교육하는 방법론이다. 본 연구에서는 연구자가 개발하고 검증한 신체 움직임 프로그램을 펠든크라이스 기법®의 자각(⾃覺)에 초점을 맞추어 수정·보완하였다. 24회기의 신체 움직임 프로그램은 파킨슨병 환자의 자기관리능력을 향상하기 위해 5단계로 구성하였다. 첫 번째 단계는 자기 인식이고 두 번째 단계는 자기 관찰이다. 셋째, 자기조직화, 넷째, 자기 통제. 그리고 다섯 번째 단계는 자기 관리다. 전반적인 변화는 자신의 상태를 인식하고 내적 감각과 외적 환경의 변화를 감지하는 능력을 향상시킨다. 결론적으로 파킨슨병 환자에게 심신 기능의 향상과 자기관리가 가능한 신체 움직임 프로그램을 펠든크라이스 기법을 적용하여 설계하였다. 앞으로 설계된 프로그램을 현장 적용 가능성 여부는 후속과제로 남긴다. 나아가 노년층의 웰니스를 위한 움직임의 참고자료로 메타버스를 적용한 과학분야와의 융합적 협력을 통해 보다 폭넓게 확산될 수 있도록 체계적 구조를 구축할 필요가 있다.

• 복식문화연구
• /
• 제11권1호
• /
• pp.11-19
• /
• 2003

This study suggests the new 2D anthropometric method using digital camera. It is used MK2001 program that can convert 2D measurements to 3D measurements. To improve that it is measured 100 college students with direct and indirect anthropometric method. The measurements were processed by the SPSS ver10 Statistical Package. The average, standard deviation, and t-test were calculated for each category. Most measurements by 2D measurements are higher than direct measurements but degree. The difference between direct and indirect measurements is less than 2cm. In the results of t-test, height measurements including other 16 measurements which is easy to measure have no meaningful difference within 1cm. The depth measurements are most high difference. The result of each measurement proves that MK2001 program (2D anthropometry method using digital camera) is available for measuring the human body.

• 산업경영시스템학회지
• /
• 제21권48호
• /
• pp.299-310
• /
• 1998

Actually mixed assembly line is mixed with open and close type workstation. This workstation is called hybridworkstation. The propose of this paper is to determine the sequencing of model that minimize line length for actual(hybridworkstation) mixed model assembly line. we developed three mathematical formulation of the problem to minimize the overall length of a line with hybrid station. Mathematical formulation classified model by operato schedule. Mixed model assembly line is combination program and NP-hard program. Thus computation time is often a critical factor in choosing a method of determining the sequence. This study suggests a tabu search technique which can provide a near optimal solution in real time and use the hill climbing heuristic method for selecting initial solution. Modified tabu search method is compared with MIP(Mixed Integer Program). Numerical results are reported to demonstrate the efficiency of the method.

• 한국항해항만학회지
• /
• 제38권2호
• /
• pp.89-96
• /
• 2014

This paper presents an improvement for calculating method of astronomical ship position based on circle of equal altitude equation. In addition, to enhance the accuracy of ship position achieved from solving equation system, the authors used singular value decomposition (SVD) in least square method instead of normal decomposition. In maths, the SVD was proved more numerically stable than normal decomposition. Therefore, the solution of equation system will be more efficient and the result would be more accurate than previous methods. By proposal algorithm, a computer program have been developed to help the navigators in calculating directly ship position when the modern equipment has failure. Finally, some of experiments are carried out to verify effectiveness of proposed algorithm, the results show that the accuracy of ship position based on new method is better than the intercept method.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 2003년도 봄 학술발표회 논문집
• /
• pp.103-110
• /
• 2003

A hybrid structural reliability analysis method that integrates a commercial finite element program and a reliability analysis algorithm is proposed to estimate the safety of real structures in this paper. Since finite element method (FEM) is most commonly and widely used in the analysis and design practice of real structures, it appears to be necessary to use general FEM program in the structural reliability analysis. In this case, simple conventional reliability methods cannot be used because the limit state function can only be expressed in an algorithmic form. The response surface method(RSM)-based reliability algorithm with the first-order reliability method (FORM) found to be ideal in this respect and is used in this paper. The intention of use of RSM is to develop, albeit approximately, an explicit expression of the limit state function for real structures. The applicability of the proposed method to real structures is examined with help of the example in consideration of a concrete dam. Both the strength and serviceability limit states are considered in this example.

• 동력기계공학회지
• /
• 제9권4호
• /
• pp.202-208
• /
• 2005

The genetic algorithm (GA) which is one of the popular optimum algorithm has been used to solve a variety of optimum problems. Because it need not require the gradient of objective function and is easier to find global solution than gradient-based optimum algorithm using the gradient of objective function. However optimum method using the GA and the finite element method (FEM) takes many computational time to solve the optimum structural design problem which has a great number of design variables, constraints, and system with many degrees of freedom. In order to overcome the drawback of the optimum structural design using the GA and the FEM, the author developed a computer program which can optimize frame structures by using the GA and the generalized transfer stiffness coefficient method. In order to confirm the effectiveness of the developed program, it is applied to optimum design of plane frame structures. The computational results by the developed program were compared with those of iterative design.

• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 2007년도 학술발표회 논문집
• /
• pp.1880-1884
• /
• 2007

The Natural Resource Conservation Service Curve Number(NRCS-CN) method is one of the widely used methods for computation of runoff from a basin. However, NRCS-CN method has weak point in that the spatial land use distribution characteristics are ignored by using area weighted CN value. This study developed a program which can estimate runoff by considering spatial distribution of CN and flow accumulation at the outlet of the watershed by appling Moglen's method. Comparisons between the results from NRCS-CN method and this study showed good agreement with measured data of experimental watersheds. The developed program predicted lower runoff than the conventional NRCS-CN method. As a conclusion, this study proposes a new design direction which can simulate real runoff phenomena. And the developed program could be applied into runoff minimization design for a basin development.

• 한국철도학회논문집
• /
• 제7권4호
• /
• pp.319-325
• /
• 2004

In this study, analysis and design programs of bending of RC beams strengthened with fiber sheets are developed by using Visual Basic Language. The program consists two groups, ultimate strength method and nonlinear flexural analysis method. Ultimate strength method regards concrete compressive stress as a rectangular stress block and do not consider tensile stress of concrete and load-deflection curves. On the other hand, nonlinear flexural analysis considers tensile stress of concrete, load-deflection curves, state of stress distribution and failure strain of strengthening material. Also, the analysis method used in this study regards nonlinear flexural stress as compressive stress of concrete. This program can be a good tool for determining the bending strength of strengthened RC beams and estimating the amount of fiber sheets for practical use.