• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1995년도 Proceedings of the Korea Automation Control Conference, 10th (KACC); Seoul, Korea; 23-25 Oct. 1995
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• pp.10-13
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• 1995

This paper considers the linear-quadratic optimal regulator problem for nonstandard singularly perturbed systems making use of the recursive technique. We first derive a generalized Riccati differential equation by the Hamilton-Jacobi equation. In order to obtain the feedback gain, we must solve the generalized algebraic Riccati equation. Using the recursive technique, we show that the solution of the generalized algebraic Riccati equation converges with the rate of convergence of O(.epsilon.). The existence of a bounded solution of error term can be proved by the implicit function theorem. It is enough to show that the corresponding Jacobian matrix is nonsingular at .epsilon. = 0. As a result, the solution of optimal regulator problem for nonstandard singularly perturbed systems can be obtained with an accuracy of O(.epsilon.$^{k}$ ). The proposed technique represents a significant improvement since the existing method for the standard singularly perturbed systems can not be applied to the nonstandard singularly perturbed systems.

• 한국산학기술학회논문지
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• 제10권10호
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• pp.2819-2830
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• 2009

하중을 받는 구조 부재는 사용기간 동안 다양한 형태의 손상을 입는다. 실험을 통해 구조물의 안정성을 평가하기 위해서는 많은 노력과 비용이 들고, 경우에 따라서는 측정 불가능한 부분도 있으므로 이들 측정 자료의 빈약함과 오차는 반드시 고려되어야 할 사항이다. 본 논문에서는 정적자료와 동적자료를 사용하는 System Identification 기법에 의한 파라미터 추정과 손상 검색 알고리즘을 소개한다. 정적 자료와 동적 자료에 적합한 형태의 측정 오차를 고려하여 System Identification 기법의 방정식 오차함수와 응답 오차함수를 이용함으로써 트러스 구조물의 강성도와 손상을 추정하였고, 측정 자료가 빈약하고 오차가 포함되어 있는 손상된 구조물을 판단하기 위한 기준을 제시하기 위하여 몬테카를로 반복 시행에 근거한 측정치 섭동법을 수행하였다. 방정식 오차함수와 응답 오차함수에 다양한 형태의 오차를 첨가하여 시뮬레이션 환경에 맞는 오차의 형태를 추정한 결과 정적이나 동적 자료 모두 응답 오차함수에 의한 추정 결과가 방정식 오차함수를 이용한 것보다 월등함을 확인할 수 있었고, 응답 오차함수에 절대오차를 고려한 경우가 정확도면에서 가장 좋은 결과를 가져왔다. 부재의 형태에 따른 추정 오차를 비교한 결과 트러스의 복재가 현재에 비해 상대적으로 큰 편차가 발생하여 현재에 비하여 추정값의 정확성이 저하되었고, 주어진 하중 및 측정 조건에 민감하게 반응하지 못하는 부재는 손상 추정에서 손상의 유무를 결정하기가 쉽지 않다는 것을 알 수 있었다.

• 한국광학회:학술대회논문집
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• 한국광학회 1990년도 제5회 파동 및 레이저 학술발표회 5th Conference on Waves and lasers 논문집 - 한국광학회
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• pp.237-241
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• 1990

A detailed theoretical and experimental study of k-na exchange in soda lime silicate glasses by RTP is presented. Concentration profiles i.e. index profiles are given by complementary error function added Gaussian function. The estimated diffusion coefficient is 1.54${\mu}{\textrm}{m}$2/min.

• 대한수학회지
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• 제58권3호
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• pp.553-569
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• 2021

In this paper, we present and analyze a fully discrete numerical method for solving the time-fractional diffusion wave equation: ∂^β_tu - div(a∇u) = f, 1 < β < 2. We first construct a difference formula to approximate ∂^β_tu by using an interpolation of derivative type. The truncation error of this formula is of O(△t^2+δ-β)-order if function u(t) ∈ C^2,δ[0, T] where 0 ≤ δ ≤ 1 is the Hölder continuity index. This error order can come up to O(△t^3-β) if u(t) ∈ C³ [0, T]. Then, in combinination with the linear finite volume discretization on spatial domain, we give a fully discrete scheme for the fractional wave equation. We prove that the fully discrete scheme is unconditionally stable and the discrete solution admits the optimal error estimates in the H¹-norm and L₂-norm, respectively. Numerical examples are provided to verify the effectiveness of the proposed numerical method.

• 한국자동차공학회논문집
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• 제3권5호
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• pp.1-9
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• 1995

The purpose of this study is to develop a computer simulation program for analyzing load transmission characteristics of a helical gear system in design stage. In this analysis, the rotational delay, load distribution, root stress, and contact area are investigated. That is, the influence function of deflection is obtained by finite element analysis and the influence function of approach and gear tooth error are considered. Load distribution, rotational delay, and contact area are calculated by solving load-deflection equation which includes these influence functions and tooth error, and the influence function of the bending moment is obtained by finite element analysis. The root stress is calculated by the load distribution and the influence function of the bending moment. The results of the simulation are cross-checked through a specially designed experimental set-up.

• 대한전자공학회논문지
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• 제19권2호
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• pp.38-50
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• 1982

이 논문에서는 변형된 디지탈 Costas loop이라고 불리우는 새로운 형의 digital phase-locked loop(DPLL)을 제안하고 성능을 해석하였다. 제안된 DPLL의 주요 특성은 tan-1(·) 함수를 DPLL에 사용함으로써 phase error detector가 선형 특성을 갖게 되고, 따라서 mod-2π 선형 difference equation에 의해서 그 특성을 설명할 수 있다. 본 논문은 2부로 나뉘어져 1부에서는 먼저 제안된 시스템을 설명하고 잡음이 없는 경우 Phase plane방법에 의해서 1차와 2차 loop의 성능을 해석했다. 초기 조건에 관계없이 locking이 될 수 있는 locking 범위의 식을 유도하고, 경우에 따라서 일어날 수 있는 false lock 또는 oscillation 현상을 설명했다. 이론적인 모든 해석은 컴퓨터 시뮬레이션에 의해서 입증되었다. 논문의 2부에서는 잡음이 있을 경우에 제안된 DPLL의 성능을 해석하였다. Chapman-Kolmogorov 방정식을 사용하여 제안된 시스템의 phase error의 steady state probability density함수, mean 및 variance를 얻었다. 이 결과들은 제 2부에 게재 될 것이다.

• 한국인터넷방송통신학회논문지
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• 제11권4호
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• pp.245-249
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• 2011

본 논문에서 등가의 Wiener-Hopf 공식을 제안한다. 제안된 알고리듬은 입력신호들이 직교하는 경우 TDL 필터의 가중치 벡터와 오차를 동시에 가질 수 있게 된다. 등가의 Wiener-Hopf 방정식은 최소 평균 자승 오차 방식에 근여 이론적으로 분석이 되었다. 제안된 알고리듬의 성능 결과는 원래 Wiener-Hopf 방정식의 성능과 동일함을 확인할 수 있다. 결론적으로 제안된 방식은 격자 필터가 적용되는 경우 TDL 필터 계수를 가지게 된다. 게다가 새로운 비용함수가 제안되어 더욱 우수한 적응신호처리 분야에서의 발전을 보일 것으로 기대된다.

• Structural Engineering and Mechanics
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• 제54권4호
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• pp.809-827
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• 2015

In this paper, seismic energy response of inelastic steel structures under earthquake excitations is investigated. For this purpose, a numerical procedure based on nonlinear dynamic analysis is developed by considering material, geometric and connection nonlinearities. Material nonlinearity is modeled by the inversion of Ramberg-Osgood equation. Nonlinearity caused by the interaction between the axial force and bending moment is also defined considering stability functions, while the geometric nonlinearity caused by axial forces is described using geometric stiffness matrix. Cyclic behaviour of steel connections is taken into account by employing independent hardening model. Dynamic equation of motion is solved by Newmark's constant acceleration method in the time history domain. Energy response analysis of space frames is performed by using this proposed numerical method. Finally, for the first time, the distribution of the different energy types versus time at the duration of the earthquake ground motion is obtained where in addition error analysis for the numerical solutions is carried out and plotted depending on the relative error calculated as a function of energy balance versus time.

• ETRI Journal
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• 제45권1호
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• pp.119-130
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• 2023

We propose a quantized gradient search algorithm that can achieve global optimization by monotonically reducing the quantization step with respect to time when quantization is composed of integer or fixed-point fractional values applied to an optimization algorithm. According to the white noise hypothesis states, a quantization step is sufficiently small and the quantization is well defined, the round-off error caused by quantization can be regarded as a random variable with identically independent distribution. Thus, we rewrite the searching equation based on a gradient descent as a stochastic differential equation and obtain the monotonically decreasing rate of the quantization step, enabling the global optimization by stochastic analysis for deriving an objective function. Consequently, when the search equation is quantized by a monotonically decreasing quantization step, which suitably reduces the round-off error, we can derive the searching algorithm evolving from an optimization algorithm. Numerical simulations indicate that due to the property of quantization-based global optimization, the proposed algorithm shows better optimization performance on a search space to each iteration than the conventional algorithm with a higher success rate and fewer iterations.

• 한국정밀공학회지
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• 제11권4호
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• pp.158-164
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• 1994

A volumetric error compensation method was stueide with measuring systematic error of a Coordinate Measuring Machine(CMM). The volumetric error equations were proposed for a Moving Bridge type CMM. Using the error equations, error vectors in the measuring volume were corrected by a software method. The CMM was controlled by the compensation program separately in the measuring and moving function of the CMM proving. The linear accuracy of the CMM was measured by the Laser Interferometer and compared with the data before the volumetric error compensation. This method was proved as low cost and effective to reduce the systematic error of the CMM, as no hardware modification is required.