• 한국철도학회:학술대회논문집
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• 한국철도학회 2009년도 춘계학술대회 논문집 특별세미나,특별/일반세션
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• pp.473-479
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• 2009

Dynamic analysis is necessary for the High-Speed Railway vehicle which aims to run on max 400km/h. Especially, dynamic simulation using CAE(Computer Aided Engineering) can help to reduce the time of development of the High-Speed Railway vehicles. Also, it helps to reduce prices and improve the quality such as safety, stability and ride. There are many dynamic software for a railway vehicle, such as Vampire and ADAMS-Rail. There are limitations for each software and difficulties to analyze overall dynamics for entire railway system. To overcome these limitations, in this study, a program which can simulate entire railway vehicles was developed. This program is easy to use because it was developed using C++, which is object-oriented programming language. In addition, the basic platform for the development of dynamic solver is prepared using the nodal, modal coordinate system with a wheel-rail contact module. Rigid, flexible and large deformable body systems can be modeled by a user according to the characteristic of a desired system. Its reliability is verified by comparison with a commercial analysis program.

• 미생물학회지
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• 제35권2호
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• pp.121-127
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• 1999

염기서열 해독작업에서 각 핵산 단편을 조립하는 contig 구성문제에 활용이 가능한 computer program을 개발하였다. 본 프로그램은 국내에서 광범위하게 사용되고 있는 MS-Windows 운영체제의 개인용 컴퓨터에서 작동이 가능하며, GenBank, FASTA, ASCII 등과 같은 다양한 형태의 염기서열 자료를 입력할 수 있다. 두 단편에서 최대 유사도를 나타내는 부분을 정렬하는 작업에는 염기서열의 국부적 상동성을 계산하고 dynamic programming 알고리즘을 적용하는 방법을 이용하였다. 또한 사용하기 편리한 그래픽 방식의 인터페이스를 제공하여 초보자라도 손쉽게 조작할 수 있다는 장점을 갖는다. 본 프로그램의 성능을 검증하기 위하여 세균과 곰팡이로부터 해독된 16S rRNA 와 18S rRNA 유전자의 단편 염기서열을 재구성하는 작업에 프로그램을 사용하였을 때에 효율적인 작업이 가능하였다.

• 한국농공학회지
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• 제38권5호
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• pp.74-84
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• 1996

Dynamic loading of structures often causes excursions of stresses well into the inelastic range and the influence of geometric changes on the dynamic response is also significant in many cases. Therefore, both material and geometric nonlinearity effects should be considered in case that a dynamic load acts on the structure. For developing a program to analyze the dynamic response of an axisymmetric shell in this study, the material nonlinearity effect on the dynamic response was formulated by the elasto-viscoplastic model highly corresponding to the real behavior of the material. Also, the geometrically nonlinear behavior is taken into account using a total Lagrangian coordinate system, and the equilibrium equation of motion was numerically solved by a central difference scheme. A complete finite element program has been developed and the results obtained by it are compared with those in the references 1 and 2. The results are in good agreement with each other. As a case study of its application, the developed program was applied to a dynamic response analysis of a nuclear reinforced concrete containment structure. The results obtained from the' numerical examples are summarized as follows : 1. The dynamic magnification factor of the displacement and the stress were unrelated with the concrete strength. 2. As shown by the results that the displacement dynamic magnification factor were form 1.7 to 2.3 and the stress dynamic magnification factor from 1.8 to 2.5, the dynamic magnification factor of stress were larger than that of displacement. 3. The dynamic magnification factor of stress on the exterior surface was larger than that on the interior surface of the structure.

• 한국철도학회논문집
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• 제13권1호
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• pp.16-22
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• 2010

다양한 철도차량 동역학 해석 프로그램들은 장단점을 가지고 있다. 이러한 프로그램들은 가선계를 표현할 수 있는 대변형체를 나타낼 수 없는 한계를 가지고 있다. 본 연구에서는 철도차량의 동역학 해석을 할 수 있는 프로그램을 개발하였다. 이 프로그램은 강체, 유연체, 대변형체에 대한 해석을 수행하고 상용프로그램과의 비교를 통하여 신뢰성을 확보하였다. 또한 가선계를 대변형체로 고려하였고, 강체와 대변형체를 연결하는 미끄럼 조인트를 추가하였다. 여기에 휠-레일 접촉모듈을 추가하여 철도차량의 동역학 해석이 가능한 프로그램을 개발하였다.

• 한국운동역학회지
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• 제26권3호
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• pp.285-292
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• 2016

Objective: This study collected data on muscle fatigue and ground reaction force during walking to provide a basis for development of custom-fitted outdoor walking shoes. The study analyzed an upright body exercise program using spine stabilization technique to determine the effect on foot plantar pressure in archers, demonstrate the effectiveness of upright body exercise, and develop a new, effective, and efficient training program. Method: A 12-week upright body exercise program was evaluated for the effect on plantar pressure in archers. Ten prize-winning archers (3 men, 7 women) in B metropolitan city, each with ${\geq}10years$ of experience, were given an explanation of the content and purpose of the program, and provided informed consent. Upright body exercise was performed 3 times a week for 12 weeks. A resistive pressure sensor was used to measure foot plantar pressure distribution and analyze quantitative information on variation in postural stability and weight shifting in dynamic balance during shooting, as well as plantar pressure in static balance with the eyes open and closed. Results: There were no significant differences in foot plantar pressure before and after participation in the exercise program. There was no statistically significant difference in foot plantar pressure in static balance with the eyes open or closed, or in foot plantar pressure in dynamic balance during shooting. Conclusion: An upright body exercise program had positive effects on foot plantar pressure in static and dynamic balance in archers by reducing body sway and physical imbalance during shooting and with eyes closed. This program is expected to help archers improve their posture and psychological state, and thereby improve performance.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2005년도 춘계 학술발표회 논문집
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• pp.505-509
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• 2005

Analysis program to estimate the dynamic characteristics of bridge is investigated by using three-dimensional analytical model considering vehicle-bridge interaction. A dynamic interaction models of the vehicle-bridge system are established, which is composed of a vehicle element model and a finite element bridge model. The vehicle models are established according to the structure and suspending properties of vehicle. The dynamic responses of the bridge are calculated. But the computer simulation program is being verified with field tests results, it must be corrected according to them.

• 대한기계학회논문집A
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• 제24권6호
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• pp.1438-1445
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• 2000

To determine dynamic characteristics of materials, a program was developed under base of stress wave propagation theory for SHPB with explicit finite element method. Through the program, all kinds of quasi-static stress-strain curves can be directly converted to dynamic stress-strain curves at any strain rate. This simulation results were compared with experimental results in the references and they are in a good agreement with each other.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 추계학술대회 논문집
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• pp.1177-1183
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• 2005

This paper presents the effects of dynamic response of the railway bridge through the suspension system when the train is moving with uniform speed and non-uniform speed Railway bridges are subjected to dynamic loads generated by the interaction between moving vehicles and the bridge structures. these dynamic loads result in response fluctuation in bridge members. To investigate the real dynamic behavior of the bridge, a number of analytical and experimental investigation should be carried out. This paper, a train/bridge interaction analysis program considerate braking action. New scheme consideration of braking action on the bridge using speed-dependent braking function is presented. This program also used torsional degree of freedom and constraint equation based on geometrical relationship in order to take into consideration three-dimensional eccentricity effect due to the operation on double track through quasi three-dimensional analysis.

• 한국정보통신학회논문지
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• 제9권1호
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• pp.172-180
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• 2005

동적 조각화 기법은 프로그램을 이해하기 쉬운 조각단위로 분해하여 소프트웨어 개발자나 유지보수자가 프로그램을 쉽게 이해할 수 있도록 지원한다. 본 논문에서는 프로그램을 조각화하는데 걸리는 시간을 단축할 수 있는 동적 조각화 알고리즘을 제안하였다. 모든 문장에 대해 배정연산자를 기준으로 우측에서 사용되는 참조변수집합과 좌측에서 사용되어 변수의 값에 영향을 미치는 변경변수집합을 산출하고, 변수선어부분의 모든 변수에 대해 변수간 관련성(VV)을 작성하였다. 이를 활용하여 제안한 알고리즘을 적용하면 동적조각을 추출할 수 있다. 제안한 알고리즘의 성능을 기존방법과 비교한 결과 기준변수의 개수가 3개 이상인 경우에는 문장의 평균 비교횟수를 35% 감소시킴으로써 동적조각을 추출하는 과정에 소요되는 시간을 단축시킬 수 있었다.

• 대한기계학회논문집
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• 제12권3호
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• pp.419-425
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• 1988

본 연구에서는 노면의 요철에 의한 차량의 동적반응을 구할 수 있도록 국내의 소형 승용차를 모델로 현가장치의 비선형성을 고려한 전체 10 자유도의 동역학적 모델 을 개발하였다. 모델을 개발함에 있어서 기본적으로 실차의 모든 요소들을 모델링하 려고 노력하였으며 그 이유는 본 연구에서 개발된 모델이 실차의 현가장치 부품 설계 에 사용되도록 하기 위함이다.