• Journal of the Institute of Electronics Engineers of Korea SD
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• v.45 no.8
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• pp.17-23
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• 2008

We have investigated the properties of the novel rectangular ring lasers containing active and passive regions in a InP material system. The rectangular ring laser consists of four low loss total internal reflection mirrors and a directional coupler made out of passive three waveguide. Two different lasers haying active lengths of 250 and $350{\mu}m$ and total cavity lengths of 580 and $780{\mu}m$ are fabricated, respectively. For both devices lasing thresholds of 38 mA is obtained at room temperature and under continuous wave operation. Lasing is predominantly single mode with the side mode suppression ratio better than 20 dB.

• Journal of the Korean Institute of Telematics and Electronics D
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• v.36D no.9
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• pp.64-70
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• 1999

We show that both cross and bar states with very high extinction ratios larger than 30 dB can be obtained in ultra short (< $100{\mu}m$) two-section vertical directional couplers. Based on the calculations of various possible combinations of the refractive indices of waveguides in each section using the improved coupled mode theory and beam propagation method, the guidelines for the design of ultra short two-section vertical directional couplers are presented to obtain both cross and bar states with high extinction ratios larger than 30 dB at the ends of section 1 and section 2, respectively.

• Journal of the Institute of Electronics Engineers of Korea SD
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• v.37 no.10
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• pp.42-50
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• 2000

We show that both cross and bar states with high extinction ratios larger than 30dB can be achieved at eh same ends of ultra-short fused vertical directional coupler switches with two sections by changing the refractive indices of cores and inner cladding layers less than 1%. Based on the calculation of extinction ratios of cross state and bar state for various refractive index and thickness of inner cladding layer and core using the improved coupled mode theory and beam propagation method, the guidelines for design to achieve large tolerances in refractive indices of core and inner cladding layer in fused vertical directional coupler switches are presented.

• Proceedings of the Optical Society of Korea Conference
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• 1991.06a
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• pp.22-22
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• 1991

광의 병렬처리 능력을 잘 활용한 1$\times$4 매트릭스 스위치의 구조와 전극구조를 설계하고 스위치 특성을 조사하기 위하여 beam propagation method(BPM)를 이용하여 수치계산을 하였다. 기존의 매트릭스 스위치는 대부분의 경우 방향성 결합기를 스위치 element로 이용하여 왔으나 이 결합기는 소자의 길이가 길기 때문에 단일 LinBO3 웨이퍼상에 집적할 수 있는 매트릭스 스위치의 크기가 제한되는 단점이 있다. 본 연구에서는 두 도파로 사이에 세 번째 도파로를 삽입하여 두 도파로를 결합시키는 세 도파로 결합기를 스위치 element로 사용하여 세 개의 스위치 element를 LiNbO3기판위에 직렬로 집적시킨 1$\times$4 매트릭스 스위치를 구성하였다. 스위치 element와 1$\times$4 매트릭스 스위치를 구성하였다. 스위치 element와 1$\times$4 매트릭스 스위치의 특성을 BPM을 사용하여 수치계산할 때 단일 모드 도파로의 유효 굴절을 분포는 n(X) = nm + $\Delta$ncosh-2(2x/w)의 형태로 가정했으며, 사용된 파라미터의 값은 각각 nm=2.1455, $\Delta$n=0.003, W=5$mu extrm{m}$, d=5$\mu\textrm{m}$, λ=1.3$\mu\textrm{m}$ 이고 S-파라메터의 값은 0.95927이므로 단일 모드 도파로가 된다. 계산결과 스위치 element의 결합길이는 3810$\mu\textrm{m}$이며 도파로의 길이가 결합길이와 같을 때 전극에 인가된 전압에 의한 도파로의 굴절을 섭등의 함수로 출력광의 세기를 계산한 결과 스위칭 전압은 14.85volt이고 crosstalk는 -18.9dB였다. 이 스위치 element로 구성된 1$\times$4 매트릭스 스위치는 스위칭 전압을 세 개의 전극에 적절한 조합으로 인가함으로써 한 입력 도파로에 결합된 광이 내개의 출력 도파로중 한 도파로에 스위칭 된다. 한편 수치계산의 결과를 실험적으로 확인하기 위해 스위치 element와 1$\times$4 매트릭스 스위치를 z-cut의 LinbO3 결정에 Ti을 열확산시켜 제작한 소자의 스위칭 특성을 발표할 예정이다.

• Journal of IKEEE
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• v.5 no.2 s.9
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• pp.128-135
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• 2001

Optical wavelength filters based on directional couplers are rigorously designed and analyzed by Modal Transmission-Line Theory (MTLT). The conventional parallel directional coupler is utilized to implement a narrow-band filter, and it takes up the coupler with tapered structure as a wide-band filter. The power transfers of TE/TM modes in narrow-band filters are maximized at ${\lambda}=1.303{\mu}m\;and\;1.1496{\mu}m$, and the optical bandwidths are then 30nm and 10nm, respectively. Furthermore, when the coupling lengths of TE/TM modes in wide-band filters operating at ${\lambda}=1.55{\mu}m$ are selected as $183{\mu}m\;and\;178{\mu}m$, those are operated as the stop-band and pass-band filters, respectively.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• v.y2005m4
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• pp.343-346
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• 2005

Three dimensional structures of detonation wave propagating through a square-shaped duct were investigated using computational method and parallel processing. Inviscid fluid dynamics equations coupled with $variable-{\gamma}$ formulation and simplified one-step Arrhenius chemical reaction model were analysed by MUSCL-type TVD scheme and four stage Runge-Kutta time integration. The unsteady computational results in three dimension show the detailed mechanism of transverse mode and diagonal mode of detonation wave instabilities resulting same cell length but different cell width in smoked-foil record.

• Journal of the Korean Society of Manufacturing Technology Engineers
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• v.9 no.5
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• pp.73-79
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• 2000

The applications of fracture mechanics have traditionally concentrated on cracks loaded by tensile stresses, and growing under an opening or mode I mechanism. However, many cases of failures occur from growth of cracks subjected to mixed mode loading. Several criteria have been proposed regarding the crack growth direction under mixed mode loadings. This paper is aimed at investigation of fatigue crack growth behaviour under mixed mode(I＋II) with variation of angle and pre-crack length in two dimensional branched type precrack. Especially the direction of fatigue crack propagation was predicted and effective stress intensity factor was calculated by finite element analysis(FEA. In this paper, the maximum tangential stress(MTS) criterion was used to predict crack growth direction. Not only experiment but also finite element analysis was carried out and the theoretical predictions were compared with experimental results.

• Proceedings of the KSME Conference
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• 2000.04a
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• pp.182-187
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• 2000

The application of fracture mechanics have traditionally concentrated on cracks leaded by tensile stresses, and growing under an opening or mode I mechanism. However, many cases of failures occur from growth of cracks subjected to mixed mode loading. Several criteria have been proposed regarding the crack growth direction under mixed mode loadings. This paper is aimed at prediction of fatigue crack growth behaviour under mixed mode(I+II) in two dimensional branched type precrack. In this paper, the maximum tangential stress(MTS) criterion was used to predict crack growth direction. Not only experiment but also finite element analysis(FEA) was carried out. The theoretical predictions were compared with experimental results in this paper

• Magazine of the Korea Concrete Institute
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• v.9 no.3
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• pp.179-187
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• 1997

콘크리트는 여러 구성 성분들이 불규칙적인 배열을 이루어 형성된 복합재료이지만, 과거에는 이 재료를 하나의 단종재료로 간주하여 해석하였기 때문에, LEFM에서 사용되는 파괴인성계수만으로는 콘크리트의 파괴역학적 접근이 어렵다는 것 이외에는 파괴인성계수들의 크기의존성에 대한 이유라든가, 실험을 통해서 관측된 구조물 두께 방향으로의 서로 다른 깊이의 균열 진행 현상에 대해서는 설명하기가 어려웠다. 따라서 본 연구는 콘크리트를 하나의 복합재료로써 각각의 구성요소들이 차지하고 있는 체적비 및 배열상의 효과를 고려하여 복합재료의 파괴거동을 해석하고, 구성재료의 수와 파괴인성계수와의 상관관계를 분석하였다. 각각의 구성요소들을 연립변형모드( SD mode)로 배열시킨 조건에서 복합재료역학개념에 입각하여 해석한 결과, 일반적으로 실험이나 비선형파괴역학 해석과 같이 하중-변위곡선 상단부에서 비선형 거동이 관측되었다. 또한 임계응력확대계수( $K_IC$)나 파괴에너지($G_r$)는 구성원의 수나 보의 크기에 대해서 거의 무관한 값을 나타내지만, 임계군열선단개구변위 ($CTOD_c$)는 크기에 영향을 받음을 보여 주었다. 균열의 진행속도는 균열이 진행될수록 감소하며, 파괴인성이 작은 구성원에서부터 균열이 발생되어 결과적으로 보의 두께 방향으로 서로 다른 크기의 균열길이가 생성됨이 관측되었다.

• Journal of the Earthquake Engineering Society of Korea
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• v.16 no.5
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• pp.23-32
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• 2012

Research on steel plate concrete (SC) structures for the modularization of nuclear power plants have been performed recently in Korea. In this study, the seismic capacity and stiffness characteristics of unstiffened SC shear walls under the effects of earthquakes were investigated through static pushover tests. Failure modes, sectional strength, and stiffness characteristics of SC structures under lateral loads were inspected by analyzing the experimental results. The strengths obtained by the experiments were also compared with those derived by the design code of the SC structures. One of the main failures of unstiffened SC shear walls was found to be the type of bending shear failure due to the debonding of the steel plate at the concrete interface. The ductility capacity of SC structures was also confirmed to be improved, which is considered to be a confining effect on steel plates in the longitudinal behavior of SC structures.