• 대한기계학회논문집A
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• 제24권1호
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• pp.94-102
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• 2000

A computer program for three dimensional dynamic analysis of a mount system composed of rigid or flexible bodies and mount elements is developed. Cartesian coordinates and Euler parameters are used to specify the positions and orientations of the bodies. The equations of motion are formulated using Langrange equation and Langrange multiplier technique. The developed program includes routine, for inclined mount elements, several kinds of driving constrains, and external forces. The Static equilibrium analysis routine is also developed using iterative method.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2005년도 학술대회 논문집 정보 및 제어부문
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• pp.591-593
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• 2005

This paper presents the dynamic analysis of a humanoid robot using Nastran that is one of FEM analysis program. Generally, computer program based on the Lagrange-Euler method or Newton-Euler method was used for dynamic analysis of a robot. The Lagrange-Euler method requires much calculation performance and it is also hard to apply to complex structure, and the Newton-Euler method limits accurate modeling and calculation for closed structure like a humanoid robot. In this paper, mechanical and structural data are obtained from the Nastran. It is possible for Nastran to make model similar to real system and can apply a physical properties and laws to model. So, accurate simulation is possible. From this result, accurate data is gained by Nastran. Furthermore, this method is shown to be a useful method that guarantees accuracy for trajectory planning.

• 한국우주과학회:학술대회논문집(한국우주과학회보)
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• 한국우주과학회 2004년도 한국우주과학회보 제13권2호
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• pp.325-327
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• 2004

The longitudinal instability (POGO) of the rocket should not be occurred during the whole flight time for the large class liquid propulsion system to complete a mission successfully. The longitudinal instability is caused by the resonance between the propulsion system and rocket structure in the low frequency range below 50Hz, ordinarily. Analysis on the low frequency dynamic characteristics on the liquid propulsion system with staged combustion cycle engine system was performed as a preliminary study on the longitudinal instability analysis.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2007년도 정기 학술대회 논문집
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• pp.771-776
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• 2007

Widespread propagation of failure can be triggered by localized damage to a structure because of fires, impact and explosion etc. In this paper, the progressive collapse analysis program is developed to automatically check the failed members and construct the modified structural model at each step. OpenSees, that is widely used in many research groups, was used for the developed progressive collapse analysis control program. The control program developed in this study automatically computes the damage indices of all the structural members and performance a progressive collapse analysis after the first failed member is selected. Using the developed program, we compared the progressive collapse behaviors of the example structures considering dynamic effects or not, and the difference of progressive collapse mechanism according to the modeling method of the failed members.

• 정보과학회 논문지
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• 제41권10호
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• pp.859-869
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• 2014

최근 몇 년 동안, 난독화 기술은 악성 코드를 보호하기 위해 악용되어 큰 위협이 되고 있다. 특히, 가상 머신 기반으로 난독화된 악성 코드의 경우, 원본 프로그램이 직접적으로 드러나지 않고 가상머신의 의미와 원본 프로그램의 의미가 함께 수행되므로 분석하기 어렵다. 이러한 위협에 대응하기 위하여, 가상 머신 기반으로 난독화된 프로그램을 분석하는 동적 분석 기반의 프레임워크를 제안한다. 첫째, 난독화된 실행파일의 동적 실행 트레이스를 추출한다. 둘째, 동적 실행 트레이스를 중간언어로 변환하고 동적 제어 흐름 그래프를 이용하여 가상 머신의 구조를 추출한다. 결과적으로, 추출된 가상 머신 구조를 이용하여 원본 프로그램의 의미를 추출한다. 본 논문은 최신 상용 난독화 도구로 난독화된 실행파일에서 원본 프로그램을 추측할 수 있는 방안을 제시한다. 개발된 도구는 가상 머신 기반으로 난독화된 프로그램을 이해하고 프로그램 분석 기법을 적용하는 데 활용될 수 있으며 추출된 원본 프로그램의 요약 의미를 이용하여 추가적인 분석을 적용할 수 있을 것으로 기대한다.

• 디지털융복합연구
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• 제10권2호
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• pp.63-71
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• 2012

국가 HRD사업 중 IT 연구개발 인력양성사업을 분석대상으로 하여 동태적 관점에서 인력양성사업에 대한 성과의 효율성을 측정한 결과, 첫째 매년 ITRC 정부지원금은 SCI논문과 높은 양의 상관관계를 보였고, 시제품 및 SW 개발이 많이 이루어질수록 특허와 기술이전으로 연결되고 있는 것으로 분석되고 있다. 둘째, 년도별 ITRC 효율성을 분석한 결과, ITRC 인력양성사업은 효율적으로 운영되고 있다. 마지막으로, 우리나라 IT관련 연구인력 양성사업 간의 성과를 분석하기 위하여 ITRC와 IT SoC사업, 외국인 유학생 지원 사업을 대상으로 동태적 효율성 분석결과, ITRC는 타 사업에 비하여 인력양성사업의 운용이 보다 효율적으로 이루어졌다. 이러한 효율성의 원인은 선진화된 인력양성사업의 Catch-up에 의한 모방의 효과보다는 새로운 운영기법 및 운영체계에 의한 인력양성사업 성과체계를 도입하고 이를 활용한 요인으로부터 발생한 것으로 나타났다.

• 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.

• 한국안전학회지
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• 제14권4호
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• pp.148-157
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• 1999

Dynamic structural behavior in long span bridges, especially cable structures, is very sophisticated due to their flexibility and structural members are sequentially erected in each construction step. In this study, the consistent mass matrix for dynamic analysis is formulated and computational program considering construction sequences is developed where structural members can be builded or removed by command language and automatically reanalyzed in the moment when structural system is changed. The dynamic analysis, i.e. eigenvalue and time series analysis and the geometrically nonlinear analysis considering construction sequence are conducted to the Namhae Bridge. The analytical results are satisfactory compared with measuring values and the developed computational program can successfully be applied to design and safety check.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2001년도 추계학술대회논문집 II
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• pp.1394-1399
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• 2001

The purpose of this paper is that investigates the dynamic behavior characteristic of W.T.S(Wind Turbine System) and carries out the evaluation analysis during operating W.T.S. To investigate the dynamic behavior characteristic of W.T.S. the experiments to measure vibration of the blade from the attached accelerometer on the flap and edge section of the blade that is one of the most important elements of dynamic characteristic of W.T.S are performed. Natural frequency and mode shape are calculated with commercial program (STAR MODAL) using the measured vibration acceleration that receives the signal with F.F.T Analyzer from the accelerometer. For validation of these experiments. the finite element analysis is performed with commercial F.E.M Program (ANSYS) on the basis of the natural frequency and mode shape. The results indicate that experimental values have good agreements with the finite element analysis.

• 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.