• 대한화학회지
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• 제12권3호
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• pp.128-137
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• 1968

In the oligomerization of p-aminophenol by the catalytic action of Fe-EDTA complex in the aqueous medium, the mixed complex intermediate, Fe-EDTA-M type, is considered to be formed, from which active radicals of the monomer are produced. In this system, polymerization is presumed to proceed as follows: Free radical formation ${\to}$ Coupling ${\to}$ Activation ${\to}$ Coupling, and so on. In this study, the form of the monomer and coordination state in the mixed complex, the catalytic action of Fe-EDTA the complex, the reaction mechanism, and the structure of the oligomers are discussed.

• 산업경영시스템학회지
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• 제31권1호
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• pp.66-73
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• 2008

It is important to manage quality and safety of a product for coping with fast-paced world effectively. This paper demonstrates an integrated model between ISO 9001 Quality Management System and Product Safety Management System. And the paper presents a method which decides key performance indicators (KPI) to be concentrated on the effectiveness of system operation. A case study shows an process for industry to implement the developed methodology.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2000년도 추계학술대회논문집
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• pp.291-300
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• 2000

This paper proposes the new hybrid analysis of vibration in the medium to high frequency ranges including PFA and SEA concept. The core part of this method is the applications of coupling loss factor(CLF) instead of power transmission, reflection coefficients in boundary condition. This method shows very promising compared to the classical PFA for the various damping loss factors and wide ranges of frequencies. Besides this paper presents the applicable method in Power Flow Finite Element Method by forming the joint element matrix with CLF. These hybrid concepts are expected to improve SEA and PFA methods in vibration analysis.

• 화약ㆍ발파
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• 제35권4호
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• pp.19-26
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• 2017

트라우즐 연주시험은 폭발물의 영향을 측정하기 위한 방법 중 하나이다. 일정크기 연주기둥 중앙의 발파공 내부에서 폭발에 의한 용적 확대량을 측정하여 폭발력을 측정하는데 이용된다. 본 연구에서는 발파공 내부 폭약주변의 채움재에 따른 폭발영향을 비교분석하기 위하여 트라우즐 연주시험 및 AUTODYN 수치해석을 하였다. 사용폭약은 일반 에멀젼 폭약을 적용하였고, 디커플링 조건과 모래, 물, 젤라틴의 충전재를 선정하였다. 시험 및 수치해석 결과 연주블록 발파공의 확대 정도는 물과 젤라틴이 유사하였고, 모래, 디커플링 조건 순으로 확대치를 나타냈다. 또한 연주기둥 외곽에서 측정한 동적 변형률 및 수치해석 전달압력의 경우 시험결과와 상응하였고, 같은 양상을 확인할 수 있었다.

• 전기의세계
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• 제30권9호
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• pp.582-588
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• 1981

The laser parameters such as a population inversion density, a stimulated emission cross section and loss factor in the glass laser amplifier medium were experimentally determined in order to analyse the properties of laser amplification. Using these parameters, the rate equations were approximately solved and the properties of laser amplification were analysed. An experiment of two-stage amplifier of Q-switching laser pulse was performed and the maximum output power was 1.1 GW, 33J. The several problems such as a laser solarization and a laser coupling in laser amplification were resolved.

• 한국통신학회논문지
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• 제12권3호
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• pp.298-308
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• 1987

非均質性 媒質에 인덕티브와 캐패시티브의 結合係數를 동일하게 설계함으로 理想的인 非對稱方向性結合器의 實現을 가능케 함을 증명하고 非對稱方向性結合器의 設計節次와 例를 들었다.

• 전자공학회논문지B
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• 제32B권11호
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• pp.1481-1488
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• 1995

Due to the low loss, broadband and accurate short time delay properties of optical fiber, it has attracted as a delay medium for high speed and broad-band signal processing. In this paper, we consider the coherent optical fiber filter of IIR lattice structure, which uses coherent light sources and consists of directional couplers whose coupling coefficients are restricted between 0 and 1. Considering restrictions of directional coupler, the design formulae and condition for realibility of optical fiber filter of IIR lattice structure which makes the optimal use of optical signal energy are derived.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1994년도 봄 학술발표회 논문집
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• pp.145-152
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• 1994

The dynamic interaction between tunnel structures and their surrounding soil medium due to impulse loading is investigated by a hybrid IEM/FEM methodology. A dynamic infinite element is developed for the efficient descretization of the far-field region of the unbounded soil medium. The shape functions of the infinite element are constructed based on the far-field solutions which are obtained by solving the 2-D elastic wave problems. Also they are devised to obtain a reasonable result over all frequency range. Numerical analysis is carried out to examine the response of the tunnel subjected to simple rectangular impulse. It is indicated that the results by the present method are in good accord with those by the boundary and finite element coupling method.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2005년도 춘계학술대회논문집
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• pp.971-977
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• 2005

Power Flow Analysis (PFA) is developed for the effective predictions of frequency-averaged vibrational response in medium-to-high frequency ranges. In PFA, the power coefficients of semi-infinite structure and for-field energy density are used to predict the vibrational responses of structures. Generally, at high frequencies, PFA can predict narrow-band frequency-averaged vibrational responses of built-up structures. However, in low- to medium frequency ranges, the dynamic responses obtained by PFA represent broad-band frequency-averaged vibrational energy densities. For the prediction of vibrational response variance in Power Flow Finite Element Method (PFFEM), the variances of input power and joint element matrix describing structural coupling relationship are derived. Finally, for the validity of developed formulation, numerical examples for two co-planer plates are performed and the vibrational response variance of the structure are compared with the results of classical and PFFEM solutions.

• Interaction and multiscale mechanics
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• 제1권1호
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• pp.83-101
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• 2008

A derivation is given of two-scale models that are able to describe deformation and flow in a fluid-saturated and progressively fracturing porous medium. From the micromechanics of the flow in the cavity, identities are derived that couple the local momentum and the mass balances to the governing equations for a fluid-saturated porous medium, which are assumed to hold on the macroscopic scale. By exploiting the partition-of-unity property of the finite element shape functions, the position and direction of the fractures are independent from the underlying discretization. The finite element equations are derived for this two-scale approach and integrated over time. The resulting discrete equations are nonlinear due to the cohesive crack model and the nonlinearity of the coupling terms. A consistent linearization is given for use within a Newton-Raphson iterative procedure. Finally, examples are given to show the versatility and the efficiency of the approach.