• The Journal of Korean Institute of Communications and Information Sciences
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• v.25 no.1B
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• pp.31-41
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• 2000

It has been known that the optical code division multiple access (OCDMA) is a prominent future technology to support many simultaneous users and to increase transmission capacity of optical fiber. In this paper, we proposed the new construction of 2 dimensional code, which can be used as a codeword in temporal/wavelength OCDMA networks. New code family is obtained by extending the concept of Hamming correlation. All optical encoder and decoder for newly proposed code were also developed. In considering bit error ratio, we verified that new coding scheme outperforms conventional coding scheme by simulation. This system is applicable to asynchronous fast local area network, which needs a high security level and a flexible network configuration.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.25 no.9B
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• pp.1570-1578
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• 2000

A quadrature pair of filter banks that are composed of a pair of cosine and sine modulated filter banks is applied to MC-CDMA data transmultiplexing in the view point of mitigating inter-channel interferences. Exploiting superior capabilities of wavelet properties in composing the filter banks the proposed scheme is capable of compromising inter-channel interference problems better than the conventional DFT-based MC-CDMA due to superior subchannelization effects. To verify the behavior of our proposed MC-CDMA system based on the quadrature filter banks the reverse-link bit error rates with respect to signal-to-noise ratio under Rayleigth fading and additive white Gaussian noise channel environments are computed. The results show an improved system performance over the conventional MC-CDMA in the view point of minimizing interference effects.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.34 no.11A
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• pp.815-821
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• 2009

In this paper, we propose a new type of mutually cooperative relaying (MCR) scheme based on a spatially coordinate-interleaved orthogonal design (SCID), in which two cooperative users are spatially multiplexed without bandwidth expansion. It provides not only diversity gain (with order of two) as in the existing MCR scheme, but also additional coding gain. Our simulation results demonstrate that the proposed SCID scheme is useful for improving the uplink performance as long as one user can find another active user as a close neighbor that is simultaneously communicating with the same destination, e.g., a base station in the cellular network.

• Composites Research
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• v.33 no.6
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• pp.377-382
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• 2020

The free vibration characteristics of corrugated laminated composite plates with axial stiffeners is investigated using the Rayleigh-Ritz method. The plate is stiffened by beams with open cross-section area. The equivalent homogenization model is used for the corrugated laminated composite plates. This homogenization model is treated a corrugated plate as an orthotropic plate that has different material properties in two perpendicular directions. The motion of equivalent plate is represented on the basis of the first order shear deformation theory (FSDT) to account for the effect of rotary inertia and transverse shear deformation. Stiffeners are considered as discrete elements to predict the local vibration mode to be generated by the presence of stiffeners. To validate the proposed analytical approach, natural frequencies and vibration mode shapes from the analytical method are compared with those from the FEA by ANSYS.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.356-360
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• 2015

기존의 하천관리는 이 치수에 중점을 두었다면 최근에는 환경의 중요성을 인식하고 하천복원사업을 통해 주변환경을 개선하여 자연과 공존하는 방향으로 바뀌고 있다. 하천에 분포하는 다양한 종류의 식생은 지형변화, 유속 및 수위 변화 등 직 간접적으로 하천에 영향을 미치고 있다. 따라서 효과적인 하천관리를 위해서는 하천흐름에 대한 식생의 영향을 이해하고 분석하는 것이 필요하다. 본 연구에서는 다차원 수리 수질 통합분석이 가능한 EFDC모형을 이용하여 홍수터 식생에 의한 하천의 수리특성 변화를 모의하였다. 금강수계 공주보~백제보 구간에 대한 수치지도 및 수심측량 정보를 바탕으로 작성된 3차원 정밀지형도와 30~50 m 간격의 직교곡선격자망을 이용하여 지형을 구축하고, 홍수터 식생에 의한 흐름저항을 반영하기 위한 현장조사를 통해 작성된 식생분포지도를 토대로 교목류(Tree), 관목류(Shrub), 초본류(Herb), 수체(Water) 4가지로 구분하여 분포밀도, 흉고직경, 교목의 높이를 모형에 적용하였다. 2일 간의 보 운영조건에 따라 상류의 공주보 방류량과 하류의 백제보 수위를 경계조건으로 분석을 실시하고, 동일기간 61개 관측지점 중에서 상 중 하류 4개의 임의지점에 대하여 유속측정결과와 모의결과의 비교를 통해 모형을 검증하였다. 홍수터가 완전히 잠겨 식생의 영향을 크게 받는 고유량 조건에 대하여 식생의 적용 여부에 따른 수리특성 변화를 살펴본 결과 홍수터의 경우 일부구간에서 유속이 감소하였으나 인근 주수로의 유속은 증가하는 것으로 나타났다. 하천수위의 변화는 미미한 것으로 나타났다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.25 no.4
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• pp.293-300
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• 2012

In this study, the delamination analysis has been implemented to investigate the initiation and propagation of crack in composite laminates composed of orthotropic materials. A simple modeling was achieved by moving nodal technique without re-meshing work when crack propagation occurred. This paper aims at achieving two specific objectives. The first is to suggest a very simple modeling scheme compared with those applied to conventional h-FEM based models. To verify the performance of the proposed model, analysis of double cantilever beams with composite materials was implemented and then the results were compared with reference values in literatures. The second one is to investigate the behavior of interior delamination problems using the proposed model. To complete these objectives, the full-discrete-layer model based on Lobatto shape functions was considered and energy release rates were calculated using three-dimensional VCCT(virtual crack closure technique) based on linear elastic fracture mechanics.

• Annual Conference on Human and Language Technology
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• 2018.10a
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• pp.561-566
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• 2018

최근 신경망 번역 모델에 주의 집중 네트워크가 제안되어 기존의 기계 번역 모델인 규칙 기반 번역 모델, 통계적 번역 모델에 비해 높은 번역 성능을 보이고 있다. 그러나 주의 집중 네트워크가 잘못 모델링되는 경우 과소 번역 현상이 나타난다. 신경망 번역 모델에 커버리지 메커니즘을 추가하여 과소 번역 현상을 완화하는 연구가 진행되었으나 이는 모델의 구조를 변경해야하는 불편함이 있다. 본 논문에서는 신경망 번역 모델의 구조를 변경하지 않고 새로운 손실 함수를 정의하여 과소 번역 현상을 완화하는 방법을 제안한다. 한-영 번역 실험을 통해 제안한 주의 집중 네트워크의 정규화 방법이 커버리지 메커니즘의 목적을 효율적으로 달성함을 보인다.

• Journal of the Earthquake Engineering Society of Korea
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• v.9 no.3 s.43
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• pp.43-50
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• 2005

Composite slab structures consisted with steel deck plate and concrete material show generally anisotropic structural behavior because of different stillness between the major direction and sub-direction of deck plate, and also the structures can be regarded as the laminated slab structures. It is necessary for the composite deck slab structures to carry out the exact vibration analysis to evaluate the serviceability. Also, it is needed to evaluate the exact structural behavior of composite deck slab with a layered orthotropic materials. In this paper, the thickness of lopping concrete and deck plate are used to calculate the material coefficient stiffness of a sub-direction, and an equivalent depth calculated from sectional stiffness of concrete and deck plate is applied to get the silliness of a major direction. The stiffness of two layered composite plates with different depth is determined by laminated theory. It is concluded that the presented method car efficiently analyze the structural behavior of composite deck slab consisted with steel deck plate and concrete material in the practical engineering field.

• Journal of Korean Society of Steel Construction
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• v.18 no.3
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• pp.349-359
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• 2006

This paper presents a new block stiffness matrix for the analysis an orthogonal Cartesian coordinate system. The displacement fields are defined using the first order shear deformable beam theory. The longitudinal displacement can be expressed as the sum of the projected plane deformation of the cross-section due to Timoshenko's beam theory and axial warping deformation due to modified Vlasov's thin-waled beam theory. The derived element takes into account flexural shear deformation and torsional warping deformation. Three different types of beam elements, namely, the two-noded, three-noded, and four-noded beam elements, are developed. The quadratic and cubic elements are found to be very efficient for the flexural analysis of laminated composite beams. The versatility and accuracy of the new element are demonstrated by comparing the numerical results available in the literature.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.15 no.3
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• pp.523-534
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• 2002

Free vibration and buckling analysis of multi-delaminated composite beam-columns subjected to axial compressive load is performed in the present study In order to investigate the effects of multi-delaminations on the natural frequency and the elastic buckling load of multi-delaminated beam-columns, the general kinematic continuity conditions are derived from the assumption of constant slope and curvature at the multi-dclamination tip. The characteristic equation of multi-delaminated beam-column is obtained by dividing the global multi-delauunated beam-columns into segments and by imposing recurrence relation from the continuity conditions on each sub-beam-column. The natural frequency and the elastic buck)ing load of multi-delaminated beam-columns according to the incremental load of axial compression, which is limited to the maximum elastic buckling load of sound laminated beam-column, are obtained. It is found that the sizes, locations and numbers of multi-delaminations have significant effect on natural frequency and elastic buckling load, especially the latter ones.