• 한국컴퓨터정보학회논문지
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• 제10권6호
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• pp.93-102
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• 2005

본 논문은 퍼지 c-means 알고리즘의 퍼지 멤버십 등식을 신경망과 융합한 서명의 특징정보를 기반으로 하는 자율적인 자기조직화 신경망 모델 이용하여 서명 검증하는 방법을 제안하였다. 기존 온라인 서명인식 방법인 함수적 접근법과 매개변수적 접근법의 한계점을 개선하기 위해 자율적 클러스터 특징정보에 의해 서명 패턴 분류 접근법을 제안했다. 본 논문의 중요한 요소는 서명의 특징 정보를 36개의 전역적 특징 정보 정의와 12개의 지역적 특징 정보를 정의하였고, 이를 기반으로 FE-SONN에 학습하여 서명의 진위여부를 검증하는 검증시스템 구현에 있다. 총 713개의 서명을 가지고 실험하였으며, 원본 서명 155개와 시험용으로 위조 서명 180개와 본인이 작성한 진본 서명 378개를 테스트한 결과 97.67$\%$이상의 검증률을 얻을 수 있었다. 그러나 눈으로 식별이 불가능한 정교한 위조서명은 검증 시스템에서도 진위여부 판단에 어려움이 있다.

• 대한기계학회논문집B
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• 제37권2호
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• pp.139-148
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• 2013

본 연구에서는 1kW 급 SOFC 시스템의 AOGR(anode off-gas recirculation)을 위한 이젝터를 설계하고 이젝터 적용시의 시스템 효율을 매개변수 연구를 통해 알아보았다. 화공해석 프로그램를 이용하여 이젝터의 작동 조건을 계산하였고, 전역 최적값을 보장하면서도 CFD 계산에 따른 부하를 최소화하기 위하여 유전 알고리듬과 크리깅 모델을 이용하여 최적화를 진행하였다. 최적화를 통해 음속 이젝터에서 가장 큰 영향을 미치는 설계 변수가 이젝터의 목직경과 1 차 노즐의 위치임을 식별하였다. 유동변수에 대한 매개변수 연구를 통해 설계된 이젝터는 1kW 급 SOFC 의 다양한 작동 조건에서 충분한 유연성을 가지며, SOFC 에 적용시 증기의 56% 와 연료의 8.4% 절감이 가능함을 보였다.

• The Journal of the Acoustical Society of Korea
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• 제14권2E호
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• pp.5-11
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• 1995

본 연구에서는 화상에 있어서 패턴의 공간적인 특징을 추출하기위한 목적으로 신경회로망을 적용하는 방법을 제안하였다. 적용한 신경회로망은 3중의 구조를 가지며, 그 학습방법으로는 back-propagation 알고리즘을 사용하였다. 또한 이동이나 회전과 같은 패턴의 변위에 대응하기 위하여, 화상으로부터 co-occurrence matrix를 구하여, 신경회로망의 입력패턴으로 사용하였다. 제안한 방법을 평가하기 위하여 종래의 대표적방법인 화소의 spectral 정보를 이용한 최대유도법(maximum likelihood method)으로는 식별이 곤란한 시가지지역과 모래지역을 선정하여, 본 방법과 Haralick에 의하여 제안된 teture features를 이용하여 분류한 결과, texture features를 이용한 방법으로는 67%~89%의 식별률을 얻었음에 반하여, 본 연구에서 제안한 신경회로망을 사용한 방법으로는 80%~98%의 안정되고 높은 식별률을 얻었다.

• 디지털콘텐츠학회 논문지
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• 제13권2호
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• pp.255-262
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• 2012

사람 움직임 추적 알고리즘은 인간과 컴퓨터 상호작용, 화상회의, 감시 시스템, 게임 및 엔터테인먼트 분야에서 반드시 필요한 기술로 인식되고 있다. 과거 다양한 사람 움직임 추적 알고리즘들이 응용 프로그램의 특성에 따라 구현되고, 실시간성을 고려한 보다 효율적인 영상 처리, 컴퓨터 비전, 인터페이스 기술들을 적용하여 구현되고 있다. 본 논문에서는 타원체 형태의 신체 모델과 깊이값 정보를 갖는 3차원 점들과의 매칭을 통해 실시간으로 적용 가능한 움직임 추적 기술을 소개한다. 움직임 추적을 위한 기반 모델은 사람의 모습과 유사한 형태의 타원체 조합의 18개의 관절을 갖는 형태로 구성되어 지며, 영상으로부터 들어온 사람의 모습을 분석하여 일련의 신체 부위를 나누고, 그 정보를 바탕으로 역기구학 기반의 초기 자세를 추출한다. 초기 자세는 3차원 점 매칭 기법을 활용하여 보다 정확한 자세로 수정된다.

• 한국산업융합학회 논문집
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• 제25권1호
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• pp.121-129
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• 2022

With the recent increase in international trade volume the trade volume through ships is also continuously increasing. The treatment of ballast water goes through the following five steps, samples are taken and analyzed at each step, and samples are obtained using a suction pump. These suction pumps have low efficiency and thus need to be improved. In this study, it is to optimize the form of the impeller which affects directly improvements of performance to determine the capacity of suction pump and to fulfill the purpose of this research. To do it, we have carried out parametric design as an input variable, geometric form for the impeller. By conducting the flow analysis for the optimum form, it has confirmed the value of improved results and achieved the purpose to study in this paper. It has selected the necessary parameter for optimizing the form of the pump impeller and analyzed the property using experiment design. And it can reduce the factor of parameter for local optimization from findings to analyze the property of form parameter. To perform MOGA(Multi-Objective Genetic Algorithm) it has generated response surface using parameters for local optimization and conducts the optimization using multi-objective genetic algorithm. with created experiment cases, it has performed the computational fluid dynamics with model applying the optimized impeller form and checked that the capacity of the pump was improved. It could verify the validity concerning the improvement of pump efficiency, via optimization of pump impeller form which is suggested in this study.

• Structural Engineering and Mechanics
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• 제14권6호
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• pp.679-698
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• 2002

In this paper some techniques for the dynamic analysis of non-classically damped linear systems are reviewed and compared. All these methods are based on a transformation of the governing equations using a basis of complex or real vectors. Complex and real vector bases are presented and compared. The complex vector basis is represented by the eigenvectors of the complex eigenproblem obtained considering the non-classical damping matrix of the system. The real vector basis is a set of Ritz vectors derived either as the undamped normal modes of vibration of the system, or by the load dependent vector algorithm (Lanczos vectors). In this latter case the vector basis includes the static correction concept. The rate of convergence of these bases, with reference to a parametric structural system subjected to a fixed spatial distribution of forces, is evaluated. To this aim two error norms are considered, the first based on the spatial distribution of the load and the second on the shear force at the base due to impulsive loading. It is shown that both error norms point out that the rate of convergence is strongly influenced by the spatial distribution of the applied forces.

• Geomechanics and Engineering
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• 제23권3호
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• pp.275-287
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• 2020

Rectangular barrettes have been increasingly used as foundations for many infrastructure projects, but the vertical vibration of a barrette has been rarely addressed theoretically. This paper presents an analysis method of dynamic response for a rectangular barrette subjected to a time-harmonic vertical force with the aid of a modified Vlasov foundation model in multilayered viscoelastic soil. The barrette-soil system is modeled as a continuum, the vertical continuous displacement model for the barrette and soil is proposed. The governing equations of the barrette-soil system and the boundary conditions are obtained and the vertical shaft resistance of barrette is established by employing Hamilton's principle for the system and thin layer element, respectively. The physical meaning of the governing equations and shaft resistance is interpreted. The iterative solution algorithm flow is proposed to obtain the dynamic response of barrette. Good agreement of the analysis and comparison confirms the correctness of the present solution. A parametric study is further used to demonstrate the effects of cross section aspect ratio of barrettes, depth of soil column, and module ratio of substratum to the upper soil layers on the complex barrette-head stiffness and the resistance stiffness.

• 산업기술연구
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• 제20권A호
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• pp.211-218
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• 2000

It is desirable but difficult to predict springback quantitatively and accurately for successful tool and process design in sheet stamping operations. The result of springback analysis by the finite element method (FEM) is sensitively influenced by numerical factors such as blank element size, number of integration points, punch velocity, contact algorithm, etc. In the present work, a parametric study by Taguchi method is performed in order to evaluate the influence of numerical factors on the result of springback analysis quantitatively and to obtain the combination of numerical factors which gives the best approximation to experimental data. Since springback is determined by the residual stress after forming process, it is important to evaluate stress distribution accurately. The oscillation in the time history curve of stress obtained by the dynamic-explicit finite element method says that the stress solution at termination time is in very unstable state. Therefore, a variability study is also carried out in this study in order to assess the stability of implicit springback analysis starting from the stress solution by explicit forming simulation. The U-draw bending process, one of the NUMISHEET '93 benchmark problems, is adopted as an application model because it is most popular one for evaluating the springback characteristic.

• Smart Structures and Systems
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• 제19권2호
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• pp.195-202
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• 2017

The aim of this paper is to develop a novel method to determine the severity of a damage in a thin plate. This paper presents a novel fault detection and diagnosis approach employing a new electromagnetic acoustic transducer, called EMAT, together with a complex signal processing method. The method consists in the recognition of a fault that exists within the structure, the fault location, i.e. the identification of the geometric position of damage, and the determining the significance of the damage, which indicates the importance or severity of the defect. The main scientific novelties presented in this paper is: to develop of a new type of electromagnetic acoustic transducer; to incorporate wavelet transforms for signal representation enhancements; to investigate multi-parametric analysis for noise identification and defect classification; to study attenuation curves properties for defect localization improvement; flaw sizing and location algorithm development.

• Steel and Composite Structures
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• 제29권3호
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• pp.319-332
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• 2018

This paper investigates the free vibration of geometrically imperfect functionally graded car-bon nanotube-reinforced composite (FG-CNTRC) beams that are integrated with two sur-face-bonded piezoelectric layers and subjected to a combined action of a uniform temperature rise, a constant actuator voltage and an in-plane force. The material properties of FG-CNTRCs are assumed to be temperature-dependent and vary continuously across the thick-ness. A generic imperfection function is employed to simulate various possible imperfections with different shapes and locations in the beam. The governing equations that account for the influence of initial geometric imperfection are derived based on the first-order shear deformation theory. The postbuckling configurations of FG-CNTRC hybrid beams are determined by the differential quadrature method combined with the modified Newton-Raphson technique, after which the fundamental frequencies of hybrid beams in the postbuckled state are obtained by a standard eigenvalue algorithm. The effects of CNT distribution pattern and volume fraction, geometric imperfection, thermo-electro-mechanical load, as well as boundary condition are examined in detail through parametric studies. The results show that the fundamental frequency of an imperfect beam is higher than that of its perfect counterpart. The influence of geometric imperfection tends to be much more pronounced around the critical buckling temperature.