• 한국통신학회논문지
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• 제31권2C호
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• pp.123-129
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• 2006

랜덤하게 생성된 LDPC 부호의 경우 부호화기의 복잡도가 크기 때문에 효과적인 부호화를 위하여 구조적인 설계를 필요로 한다. 본 논문에서는 효율적인 부호화기를 위해 기존에 제안된 eIRA 부호에 순환 행렬의 구조를 적용한 부호화기 구조를 제안하였다. 제안된 순환 행렬 구조는 쉬프트 레지스터를 사용하여 부호화기를 구성할 수 있으며, 순환 행렬의 사용으로 인한 성능 저하를 방지하기 위해 치환 행렬 구조에 해당하는 인터리버를 사용하였다. 제안된 부호는 LDPC 부호화기의 복잡도는 낮추면서도 기존의 부호화기의 성능과 유사한 성능을 보인다.

• ETRI Journal
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• 제28권3호
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• pp.397-400
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• 2006

The multi-layer advanced high-performance bus (ML-AHB) BusMatrix proposed by ARM is an excellent architecture for applying embedded systems with low power. However, there is one clock cycle delay for each master in the ML-AHB BusMatrix of the advanced microcontroller bus architecture (AMBA) design kit (ADK) whenever a master starts new transactions or changes the slave layers. In this letter, we propose an improved design method to remove the one clock cycle delay in the ML-AHB BusMatrix of an ADK. We also remarkably reduce the total area and power consumption of the ML-AHB BusMatrix of an ADK with the elimination of the heavy input stages.

• Journal of information and communication convergence engineering
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• 제6권2호
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• pp.198-203
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• 2008

An Intelligent optimal control system design algorithm in active suspension equipment adopting linear matrix inequalities control system design theory with representing by descriptor system form is presented. The validity of the linear matrix inequalities intelligent decentralized control system design with representing by descriptor system form in active suspension system through the numerical examples is also investigated.

• 한국디자인학회:학술대회논문집
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• 한국디자인학회 2003년도 봄 학술발표대회논문집
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• pp.176-177
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• 2003

• Structural Engineering and Mechanics
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• 제14권4호
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• pp.473-489
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• 2002

A static linear programming formulation for minimum weight design of frames that is based on a matrix displacement method is presented in this paper. According to elementary theory of plasticity, minimum weight design of frames can be carried out by using only the equilibrium equations, because the system is statically determinate when at an incipient collapse state. In the present formulation, a statically determinate released frame is defined by introducing hinges into the real frame and the bending moments in yield constraints are expressed in terms of unit hinge rotations and the external loads respectively, by utilizing the matrix displacement method. Conventional Simplex algorithm with some modifications is utilized for the solution of linear programming problem. As the formulation is based on matrix displacement method, it may be easily adopted to the weight optimization of frames with displacement and deformation limitations. Four illustrative examples are also given for comparing the results to those obtained in previous studies.

• 한국전자파학회논문지
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• 제23권4호
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• pp.449-456
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• 2012

본 논문에서는 Ka 대역의 다중 단자 증폭기(Multi-port Amplifier: MPA)를 위한 도파관 $8{\times}8$ 버틀러 매트릭스(Butler Matrix: BM)를 설계하였다. 광대역 특성을 구현하기 위해서 버틀러 매트릭스를 구성하는 3 dB 결합기는 6개의 이항식 슬롯을 갖도록 설계하였다. 설계된$8{\times}8$ 버틀러 매트릭스를 제작하여 측정한 결과, 3 GHz의 설계 대역폭 안에서 0.3 dB 이하의 전송 손실과 26 dB 이상의 입력 반사 손실 그리고 35 dB 이상의 격리도 특성을 얻을 수 있었다.

• 대한토목학회논문집
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• 제33권1호
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• pp.337-346
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• 2013

플랜트 설계는 매우 다양한 공학 분야가 참여하는 고도로 복잡한 시스템이다. 이 방대한 시스템에 관여된 각 서브시스템은 각기 다른 서브시스템과 수시로 정보를 주고 받으며 작업을 반복하게 되는 복잡한 관계를 형성한다. 이런 복잡한 프로세스에서 체계적인 설계관리는 성공적인 플랜트 설계를 위한 필수적인 요건이다. 이에 본 연구에서는 Design Structure Matrix를 이용하여 플랜트의 최적 설계 협업 체계를 도출하였다. 이를 위해 전문가 설문 및 워크샵을 수행하여 플랜트 설계의 주요 업무, 설계 서브시스템, 설계요소, 관련설계요소, 그리고 그들간의 관계를 파악하였다. 효율적인 분석을 위해 Visual Basic Application과 Matlab을 이용하여 자동화된 분석 프로그램을 개발하였다. 제안된 방법과 프로그램을 소각로 설계 시스템에 적용한 결과 유효한 주요 반복작업 그룹들을 도출할 수 있었다. 도출된 결과물은 설계 협업 전략 수립에 유용하게 활용될 수 있을 것으로 사료된다.

• Journal of the Korean Statistical Society
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• 제13권2호
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• pp.114-120
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• 1984

A parallel flats fraction for the $3^n$ design is defined as union of flats ${t}At=c_i(mod 3)}, i=1,2,\cdots, f$ and is symbolically written as At=C where A is rank r. The A matrix partitions the effects into n+1 alias sets where $u=(3^{n-r}-1)/2. For each alias set the f flats produce an ACPM from which a detection matrix is constructed. The set of all possible parallel flats fraction C can be partitioned into equivalence classes. In this paper, we develop some properties of a detection matrix and C.

• Advances in concrete construction
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• 제3권2호
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• pp.127-143
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• 2015

Steel fibre reinforced concrete (SFRC) is an anisotropic material due to the random orientation of the fibres within the cement matrix. Fibres under different inclination angles provide different strength contribution of a given crack width. For that the pull-out response of inclined fibres is of great importance to understand SFRC behaviour, particularly in the case of fibres with hooked ends, which are the most widely used. The paper focuses on the numerical modelling of the pull-out response of this kind of fibres from high-strength cementitious matrix in order to study the effects of different inclination angles of the fibres to the load-displacement pull-out curves. The pull-out of the fibres is studied by means of accurate three-dimensional finite element models, which take into account the nonlinearities that are present in the physical model, such as the nonlinear bonding between the fibre and the matrix in the early stages of the loading, the unilateral contact between the fibre and the matrix, the friction at the contact areas, the plastification of the steel fibre and the plastification and cracking of the cementitious matrix. The bonding properties of the fibre-matrix interface considered in the numerical model are based on experimental results of pull-out tests on straight fibres.

• Communications for Statistical Applications and Methods
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• 제15권6호
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• pp.837-842
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• 2008

Students taking linear model courses have difficulty in determining which parametric functions are estimable when the design matrix of a linear model is rank deficient. In this note a special form of estimable functions is presented with a linear combination of some orthogonal estimable functions. Here, the orthogonality means the least squares estimators of the estimable functions are uncorrelated and have the same variance. The number of the orthogonal estimable functions composing the special form is equal to the rank of the design matrix. The orthogonal estimable functions can be easily obtained through the singular value decomposition of the design matrix.