• KSII Transactions on Internet and Information Systems (TIIS)
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• 제7권4호
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• pp.849-859
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• 2013

This paper proposes a real-time simulation technique for thin rods undergoing large rotational deformation. Rods are thin objects such as ropes and hairs that can be abstracted as one-dimensional structures. Development of a real-time physical model that can produce visually convincing animation of thin rods has been a challenging problem in computer graphics. We adopt continuum mechanics to formulate the governing equation, and develop a modal warping technique for rods to integrate the governing equation in real-time; This is a novel extension of the previous modal warping techniques developed for solids and shells. Experimental results show that the proposed method runs in real-time even for large meshes and it can simulate large bending and/or twisting deformations.

• 한국컴퓨터그래픽스학회논문지
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• 제16권2호
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• pp.1-7
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• 2010

본 논문에서는 큰 회전 변형이 일어나는 가는 막대를 실시간에 시뮬레이션하는 기법을 제안한다. 가는 막대는 로프나 머리카락과 같이 일차원적인 구조를 표현하는데 널리 사용될 수 있다. 시각적으로 사실적인 가는 막대의 애니메이션을 실시간에 생성하는 것은 컴퓨터 그래픽스분야에서 오랫동안 주요한 도전 과제였다. 본 논문에서는 연속체 역학에 기반한 지배방정식을 세우고 이를 실시간에 적분하는 가는 막대구조를 위한 모달와핑기법을 개발한다. 이와같은 새로운 시뮬레이션 기법은 삼차원 솔리드를 위해 개발된 종전의 모달 와핑 기법을 확장한 것이다. 본 논문에서 제안한 방법은 매우 많은 정점으로 이루어진 가는 막대 구조의 큰 휨과 꼬임변형도 실시간에 사실적으로 생성할 수 있다.

• International Journal of Advanced Culture Technology
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• 제8권2호
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• pp.159-164
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• 2020

The response analysis of frame structure with open section beams considering warping conditions and short duration load have been performed. When a beam of frame structure is subjected under torsional moment, the cross section will deform a warping as well as twist. For some thin-walled sections warping will be large, and accompanying warping restraint will induce axial and shear stresses and reduce the twist of beam which stiffens the beam in torsion. Because of impact or blast loads, the wave propagation effects become increasingly important as load duration decreases. This paper presents that a warping restraint in finite element model effects the behavior of beam deformation, dynamic mode shape and response analysis. The computer modelling of frame is discussed in linear beam element model and linear thin shell element model, also presents a correlation between computer predicted and actual experimental results for static deflection, natural frequencies and mode shapes of frame. A method to estimate the number of normal modes that are important is discussed.

• 한국컴퓨터그래픽스학회논문지
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• 제12권1호
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• pp.21-25
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• 2006

This paper proposes a real-time simulation technique for thin shells undergoing large deformation. Thin shells are almost two-dimensional structures visually well approximated as surfaces, such as leaves, paper sheets, hats, aluminum cans. Unfortunately accurate simulation of these structures requires one of the most complex formulations in continuum mechanics, shell theory [4]. Moreover, there has not yet been any work reported to produce visually convincing animation of them while achieving real-time performance. Motivated by discrete shells [5] and modal warping [3], we formulate dynamics of thin shells using mass-spring models instead of finite element models, and then apply the modal warping technique to cope with large rotational deformation of thin shells. Experiments show that the proposed technique runs in real-time, and that it can simulate large bending and/or twisting deformations with acceptable realism.

• 한국게임학회 논문지
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• 제7권2호
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• pp.11-20
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• 2007

본 논문에서는 큰 변형이 일어나는 얇은 쉘을 실시간에 시뮬레이션하는 기법을 제안한다. 쉘이란 나뭇잎이나 종이와 같이 이차원 구조라 할 수 있는 얇은 물체이다. 얇은 쉘의 시각적으로 사실적인 애니메이션을 실시간에 생성하는 것은 컴퓨터 그래픽스 분야에서 오랫동안 주요한 도전 과제였다. 본 논문에서는 연속체 역학에 있어서 가장 복잡한 쉘 이론에 의존하는 대신 Grinspun 등이 제안한 이산 쉘 에너지 함수를 채용하고, 지배방정식의 실시간 적분을 위해서는 쉘 구조를 위한 모달 와핑 기법을 개발한다. 이와 같은 새로운 시뮬레이션 기법은 삼차원 솔리드를 위해 개발된 종전의 모달 와핑 기법을 확장한 것이다. 본 논문에서 제안한 방법은 매우 많은 정점으로 이루어진 메쉬 구조의 큰 휨과 큰 꼬임 변형도 실시간에 사실적으로 생성할 수 있다.

• Structural Engineering and Mechanics
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• 제52권1호
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• pp.173-203
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• 2014

The cross-section warping due to the passage of high-speed trains can be a relevant issue to consider in the dynamic analysis of bridges due to (i) the usual layout of railway systems, resulting in eccentric moving loads; and (ii) the use of cross-sections prone to warping deformations. A thin-walled beam formulation for the dynamic analysis of bridges including the cross section warping is presented in this paper. Towards a numerical implementation of the beam formulation, a finite element with seven degrees of freedom is proposed. In order to easily consider the compatibility between elements, and since the coupling between flexural and torsional effects occurs in non-symmetric cross-sections due to dynamic effects, a single axis is considered for the element. The coupled flexural-torsional free vibration of thin-walled beams is analysed through the presented beam model, comparing the results with analytical solutions presented in the literature. The dynamic analysis due to an eccentric moving load, which results in a coupled flexural-torsional vibration, is considered in the literature by analytical solutions, being therefore of a limited applicability in practice engineering. In this paper, the dynamic response due to an eccentric moving load is obtained from the proposed finite element beam model that includes warping by a modal analysis.

• Ocean Systems Engineering
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• 제1권1호
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• pp.73-93
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• 2011

Large deck openings of ultra large container ships reduce their torsional stiffness considerably and hydroelastic analysis for reliable structural design becomes an imperative. In the early design stage the beam model coupled with 3D hydrodynamic model is a rational choice. The modal superposition method is ordinary used for solving this complex problem. The advanced thin-walled girder theory, with shear influence on both bending and torsion, is applied for calculation of dry natural modes. It is shown that relatively short engine room structure of large container ships behaves as the open hold structure with increased torsional stiffness due to deck effect. Warping discontinuity at the joint of the closed and open segments is compensated by induced distortion. The effective torsional stiffness parameters based on an energy balance approach are determined. Estimation of distortion of transverse bulkheads, as a result of torsion and warping, is given. The procedure is illustrated in the case of a ship-like pontoon and checked by 3D FEM analysis. The obtained results encourage incorporation of the modified beam model of the short engine room structure in general beam model of ship hull for the need of hydroelastic analysis, where only the first few natural modes are of interest.

• 소음진동
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• 제5권3호
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• pp.327-335
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• 1995

The study deals with the vibration of a beam whose flexural and centroidal axes are not coincident. The elementary bending-twisting theory is employed to derive the equation of motion, in which the effects of rotary inertia are added to the bending displacements and the effects of warping are added to the twist. Bending translation is restricted to one direction so that one bending equation is used instead of two. The equations of motion are solved by using the boundary value problem. The exact natural frequencies are fund from the frequency equation, which is obtained from the condition that the homogeneous system of algebraic equations representing the spatial solution shall not yield a trivial solution. The orthogonal conditions are established, and the principal mode equations of forced vibration are derived. As an example, the cantilevered beam is chosen and the first some natural frequencies and their modal shapes are found.

• 한국지능시스템학회논문지
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• 제16권1호
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• pp.49-54
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• 2006

현재의 지문 인식 시스템은 지문 패턴의 복제와 지문 특징점의 해킹이라는 불안한 요소가 잠재되어 있어, 시스템 오동작의 주요 원인이 되기도 한다. 이에 본 논문에서는 신체의 일부인 지문을 주 핵심 인식기로 사용하고, 여기에 최근 널리 이용 되고 있는 화자 인증을 이용하여 직렬 형태의 다중 생체인식 시스템을 구현하였다. 구현된 시스템은 다중생체인식시스템으로 먼저 음성에 대한 인증과정이 성공하면 지문에 대한 인식과정을 수행하는 구조로 되어있다. 또한 효율적인 실시간 인증 처리를 위해 기존의 음성 인식 알고리즘 중에서 화자 종속형인 DTW(Dynamic Time Waning) 알고리즘을 사용하였으며, 지문 인식 알고리즘으로는 계산량을 고려하여 인공지능 기법인 KSOM(Kohonen Self-Organizing feature Map) 알고리즘을 적용하였다. 본 논문에서 구현한 다중생체 인식시스템을 실험한 결과 지문과 음성을 각각 이용한 단일인식시스템보다 본인거부율은 $2\~7\%$정도 떨어졌지만, 인식시스템에서 가장 중요한 요소인 타인수락율은 전혀 발생하지 않음을 확인하였다. 아울러 인식테스트 시간 또한 기존의 단일 생체 인식 시스템과 차이가 거의 없었으며, 인식에 걸린 시간은 평균 1.5초 정도였다. 이에 구현된 다중 생체 인의 시스템은 여러 가지 실험 결과 단일 인식 시스템보다 더 효율적인 보안 시스템임을 증명하였다.