• 한국소음진동공학회논문집
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• 제11권8호
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• pp.357-363
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• 2001

This paper presents the application of the technique Q( differential transformation to the vibration analysis of beams resting on variable two-parameter elastic foundations. The closed form series solutions for beams are obtained for various boundary conditions. Numerical calculations are carried out and compared with previously published results. The results obtained by the present method agree very well with those reported in the previous works. The present analysis shows the usefulness and validity of differential transformation in solving nonlinear problem of the free vibration.

• 한국수학교육학회지시리즈D:수학교육연구
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• 제8권1호
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• pp.19-30
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• 2004

This research applies the discursive approach to investigate the social transformation of students' conceptual model of differential equations. The analysis focuses on the students' use of metaphor in class in order to find kinds of metaphor used, their characteristics, and a pattern in the use of metaphor. Based on the analysis, it is concluded that the students' conceptual model of differential equations gradually becomes transformed with respect to the historical and cultural structure of the communal practice of mathematics. The findings suggest that through participating in the daily practice of mathematics as a historical and cultural product, a learner becomes socially transformed to a certain kind of a cultural being with historicity. This implies that mathematics education is concerned with the formation of historical and cultural identity at a fundamental level.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1993년도 봄 학술발표회 논문집
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• pp.142-147
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• 1993

In the reinforced concrete structure, as the height of building structure increases, the accurate estimation of differential column shortening is important factor in the structural design. In this study, the analysis of column shortening is applied to 36-story building structure to be built in time. As a result, it may found that, as the difference of compressive stress become larger, differential shortening effect due to creep and shrinkage are more signicant factor to structural designer.

• Journal of applied mathematics & informatics
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• 제31권3_4호
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• pp.499-511
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• 2013

In this article, Adomian decomposition method (ADM), variation iteration method(VIM) and homotopy analysis method (HAM) for solving integro-differential equation with singular kernel have been investigated. Also,we study the existence and uniqueness of solutions and the convergence of present methods. The accuracy of the proposed method are illustrated with solving some numerical examples.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2002년도 추계학술대회논문집
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• pp.1060-1065
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• 2002

In this paper, the numerical analysis of beam rest ing on hyperbolic Winkler elastic foundation by differential transformation is performed. Accordig to the change of parameter of hyperbolic Winkler elastic foundation, beam deformation is computed when the boundary conditions are clamped-clamped, pined-pined and clamped-free.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2002년도 추계학술대회논문초록집
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• pp.402.2-402
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• 2002

In this paper, the numerical analysis of beam resting on hyperbolic Winkler elastic foundation by differential transformation is performed. Accordig to the change of parameter of hyperbolic Winkler elastic foundation, beam deformation is computed when the boundary conditions are clamped-clamped, pined-pined and clamped-free.

• Structural Engineering and Mechanics
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• 제41권1호
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• pp.67-81
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• 2012

Differential Quadrature Method (DQM) is a powerful method which can be used to solve numerical problems in the analysis of structural and dynamical systems. In this study the governing equation which represents the free vibration of coupled shear walls is solved using the DQM method. A one-dimensional model has been used in this study. At the end of study various examples are presented to verify the accuracy of the method.

• Structural Engineering and Mechanics
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• 제51권6호
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• pp.989-1003
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• 2014

In the preliminary design stage of an RC 3D-frame, repeated sequential analyses to determine optimal members' sizes and the investigation of the parameters required to minimize the differential column shortening are computational effort consuming, especially when considering various types of loads such as dead load, temperature action, time dependent effects, construction and live loads. Because the desired accuracy at this stage does not justify such luxury, two backpropagation feedforward artificial neural networks have been proposed in order to approximate this information. Instead of using a commercial software package, many references providing advanced principles have been considered to code a program and generate these neural networks. The first one predicts the typical amount of time between two phases, needed to achieve the minimum maximorum differential column shortening. The other network aims to prognosticate sequential analysis results from those of the simultaneous analysis. After the training stages, testing procedures have been carried out in order to ensure the generalization ability of these respective systems. Numerical cases are studied in order to find out how good these ANN match with the sequential finite element analysis. Comparison reveals an acceptable fit, enabling these systems to be safely used in the preliminary design stage.

• 정보보호학회논문지
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• 제19권5호
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• pp.167-174
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• 2009

최근 Li 등은 국내 표준 암호 알고리듬인 ARIA에 대해 차분 오류 분석 (Differential Fault Analysis, DFA) 공격을 수행하면 평균 45개의 오류 암호문으로 공격이 가능함을 보였다. 본 논문에서는 Li 등의 공격 방법을 개선하여 AES에 대힌 DFA 공격 방법을 제안하고자 한다. 제안하는 AES에 대한 DFA 공격은 최종 오류 암호문을 이용하여 마지막 라운드의 중간 암호문을 계산하고 마지막 라운드 키를 계산하는 기법이다. 본 논문에서는 AES에 대한 DFA 방법과 계산 복잡도를 분석하고 이를 컴퓨터 시뮬레이션한 결과, 1개의 정상 암호문과 2개의 오류 암호문으로 비밀 키를 찾아낼 수 있음을 검증하였다.

• 지구물리와물리탐사
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• 제16권4호
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• pp.225-233
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• 2013

효율적이고 객관적인 NMO 속도분석을 위해 사용되는 자동 속도분석의 정확성은 속도 빛띠의 속도 해상도에 많은 영향을 받는다. 본 연구에서는 고해상도 BDS (high-resolution Bootstrapped Differential Semblance)를 이용하여 속도 빛띠를 구성하고, 이를 이용하여 공통 중간점 모음 별로 병렬적으로 자동 속도분석을 수행하는 모듈을 개발하였다. 또한 이 고해상도 BDS를 이용하는 자동 속도분석 모듈의 속도분석 결과를 BDS (Bootstrapped Differential Semblance)를 이용한 자동 속도분석의 결과와 비교하였다. 수평층을 포함한 속도모델로부터 얻은 합성 탄성파 탐사자료를 생성하고 이를 이용하여 개발된 모듈을 검증한 결과 본 연구를 통해 개발된 모듈이 좀 더 정확한 속도를 추정하는 것을 확인하였다. 또한 현장자료에 개발된 모듈을 적용하여 이벤트의 연속성이 향상된 공통 중간점 겹쌓기 단면을 구할 수 있는 NMO 속도를 추정하였다.