• 한국통신학회논문지
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• 제33권11A호
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• pp.1072-1078
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• 2008

이 논문에서는 전송 실효성 극대화를 위하여 사용자 별 최소 및 최대 전송률 제한을 두는 페이딩 방송채널에서 내림차순 전력할당에 기반한 효율적인 SCM (superposition coding multiplexing) 방법을 제안한다. 이 방법은 3단계로 구성되는데, 1단계에서는 전송 가능한 최대의 사용자 집합을 선정하고, 2단계에서는 사용자 별 송신전력의 내림차순으로 해당 사용자의 최소 전송률을 보장하는 최대 허용 간섭전력을 결정하는 방식으로 해당 사용자별 송신전력을 할당하고 잔여전력을 계산한다. 3단계에서는 2단계에서 잔여전력이 발생하는 경우에 수행하며, 내림차순 마지막 사용자부터 다시 오름차순으로 해당 사용자의 최대 전송률 제공에 필요한 전력 범위까지 최대로 추가 전력을 할당한다. 이 방법은 2단계 내림차순 할당에서 각 사용자가 자신의 최소 전송률 보장을 위하여 이후 사용자들로부터의 최대 허용 간섭전력을 고려하여 전력할당이 이루어졌으며 오름차순 추가 할당으로 인한 해당 사용자 이후 모든 순위 사용자들에 대한 전력 재할당을 필요로 하지 않는다. 따라서, 제안한 방법은 사용자 별 최소뿐만 아니라 최대 전송률 제한을 두는 경우, 특히 사용자 수가 많아질수록 계산이 더욱 효율적이다.

• 대한조선학회논문집
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• 제55권4호
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• pp.281-288
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• 2018

Acoustic radiation efficiency is a crucial factor to estimate Underwater Radiated Noise (URN) of ships accurately. This paper describes a numerical method to analyse acoustic radiation efficiency of one side-wetted rectangular Mindlin plate with simply supported boundaries excited by a harmonic point force. Transverse displacements of plate and acoustic radiation pressures are evaluated by the mode superposition method. The acoustic radiation efficiencies analyzed by both Mindlin and thin plate theories show little differences at monopole and corner modes of low frequency regions but relatively large differences at edge and critical modes of high frequency regions. Especially, the critical frequency with the highest acoustic radiation efficiency evaluated by the Mindlin plate theory is higher than that of thin plate theory. In addition, the acoustic loading effect of fluid also increases bending wave-number of plate and its critical frequency. Finally, the acoustic radiation characteristics of plates with different aspect ratios and thicknesses through numerical analyses are investigated and discussed.

• Journal of Welding and Joining
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• 제21권6호
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• pp.77-83
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• 2003

The finite element analysis was performed for the cracks existing in residual stress fields in order to investigate the effects of configuration of residual stress distribution to the fatigue crack opening behaviour. And the variation of stress distributions adjacent to the crack caused by uploading was examined. The finite element model with contact elements for the crack plane and plane stress elements for the base material and the analytical method based on the superposition principle to estimate crack opening behaviour and the stress distribution adjacent to the crack subjected to uploading were used. The results of the analysis showed that crack opening behaviors and variations of stress distribution caused by uploading were changed depending on the configuration of residual stress distribution. When the crack existed in the region of compressive residual stress and the configuration of compressive residual stress distribution were inclined, a partial crack opening just behind of a crack tip occurred during uploading. Based on the above results, it was clarified that the crack opening behaviour in the residual stress field could be predicted accurately by the finite element analysis using these analytical method and model.

• Structural Engineering and Mechanics
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• 제46권5호
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• pp.713-734
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• 2013

Bridges are vital components of the railroads. High speed of travel, the periodic and oscillatory nature of the loads and the comparable vehicle bridge weight ratio distinguish the railway bridges from the road bridges. The close proximity between estimations by some numerical methods and the measured data for the bridge-vehicle dynamic response under the moving load conditions has boosted the confidence in the numerical analyses. However, there is hardly any report regarding the responses of the railway bridges under the effect of the trains entering from the opposite directions while running at unequal speed and having dissimilar geometries. It is the purpose of this article to present an analytical method for the dynamic analysis of the railway bridges under the influence of two opposing series of moving loads. The bridge structural damping and many modes of vibrations are included. The concept of modal superposition is used to solve for the system motion equations. The method of solution is indeed a computer assisted analytical solution. It solves for the system motion equations and gives output in terms of the bridge deflection. Some case studies are also considered for the validation of the proposed method. Furthermore, the effects of varying some parameters such as the distance between the bogies, and the bogie wheelset distance are studied. Also, the conditions of resonance and cancellation in the dynamic response for a variety of vehicle-bridge specifications are investigated.

• Structural Engineering and Mechanics
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• 제56권6호
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• pp.1021-1040
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• 2015

An effective method to calculate aerodynamic loads and aeroelastic responses of large wind turbine tower-blade coupled structures in yaw condition is proposed. By a case study on a 5 MW large wind turbine, the finite element model of the wind turbine tower-blade coupled structure is established to obtain the modal information. The harmonic superposition method and modified blade-element momentum theory are used to calculate aerodynamic loads in yaw condition, in which the wind shear, tower shadow, tower-blade modal and aerodynamic interactions, and rotational effects are fully taken into account. The mode superposition method is used to calculate kinetic equation of wind turbine tower-blade coupled structure in time domain. The induced velocity and dynamic loads are updated through iterative loop, and the aeroelastic responses of large wind turbine tower-blade coupled system are then obtained. For completeness, the yaw effect and aeroelastic effect on aerodynamic loads and wind-induced responses are discussed in detail based on the calculating results.

• 한국압력기기공학회 논문집
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• 제19권2호
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• pp.140-145
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• 2023

When performing stress analysis for a nozzle in nuclear power plants, the nozzle loads should be determined conservatively. Existing stress analysis report of 3-D nozzle loads in nuclear power plants often provide only load magnitude not the sign (direction). Since calculated stress distribution depends on load direction, determining critical load directions for conservative stress analysis is crucial. In this study, an efficient method for determining critical load directions in nozzle loads is proposed. In the proposed method, stresses are firstly calculated using elastic finite element (FE) analysis for the uni-axial load in each direction. Then stress distributions for the multi-axial loads are analytically calculated using the principle of superposition. The calculated stress values are verified by comparing with FE analysis results under multi-axial loading. By using this method, the complex task of determining conservative load directions can be simplified.

• 한국지반신소재학회논문집
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• 제4권1호
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• pp.3-6
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• 2005

사면 또는 옹벽 등 토목구조물에 보강용으로 적용되는 지오그리드의 고장은 토목구조물의 형태변형을 유발할 수 있는 과도한 크리프 변형으로 정의할 수 있다. 본 연구에서는 지오그리드의 크리프 변형을 단시간에 시험할 수 있는 SIM(Stepped Isothermal Methods)과 통계적 수명평가기법을 적용하여, Polyester 편포형 지오그리드의 수명을 예측하였다. 그 결과 예측한 75, 100, 114년에서의 크리프 변형율은 각각, 8.74, 8.79, 8.80%이고, CV%는 2.16~2.20%로 매우 반복성 있는 결과를 보여준다. 수명 예측 결과는 $27^{\circ}C$에서 100년 사용 후 지오그리드의 크리프 변형율이 9.3%로 추정되었고, 현장에서 요구되는 수명(100년 사용 후 크리프 변형율 10% 미만)을 만족하는 것을 확인할 수 있었다. 이 연구를 통하여, SIM을 적용할 경우 기존의 시간-온도 중첩원리(Conventional Time-Temperature Superposition)를 적용한 수명평가 방법에 비하여 시료간의 편차를 최소화 시킬 수 있고 또한 99.5%의 시험시간을 단축시킬 수 있어서 매우 효과적인 것으로 판단된다.

• 한국인터넷방송통신학회논문지
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• 제13권4호
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• pp.39-46
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• 2013

단일 노드 스펙트럼 센싱과 비교했을 때, 협력스펙트럼 센싱은 스펙트럼 센싱의 신뢰도를 크게 향상 시킬 수 있다. 또한 고유값(Eigenvalue)기반의 스펙트럼 센싱 기법은 에너지 검출 기반의 센싱 기법에 비해 센싱 성능을 제공할 수 있기 때문에 최근 많은 관심을 끌고 있다. 고유값(Eigenvalue)기반의 스펙트럼 센싱 기법의 성능은 smoothing factor (SF)가 증가함에 따라 더 좋은 센싱 결과를 얻을 수 있으나, SF값이 증가함에 따라 더 긴 센싱 시간이 요구된다. 더나가 협력 스펙트럼의 경우, 노드수가 증가함에 따라 더 많은 전송시간이 요구됨으로, 고유값(Eigenvalue)기반의 협력 스펙트럼 센싱의 경우 SF값이 센싱 시간을 결정하는 중요한 요소가 된다. 이에 본 논문에서는 센싱 시간을 증가하지 않고 SF값을 증가시킬 수 있는 고유값 및 중첩기반의 협력 스펙트럼 센싱 기법을 제안한다. 제안된 방식에서는 SF값을 증가시키기 위하여 전송(reporting) 시간을 활용한다. 시뮬레이션을 통해 제안된 방식이 기존 고유값 (Eigenvalue)기반의 센싱기법에 비교하여 더 작은 센싱 시간을 유지하면서 국부(local) 센싱값 및 전체(global) 센싱값을 향상 시킬 수 있음을 보였다.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2002년도 춘계 학술발표회 논문집
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• pp.359-366
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• 2002

Direct Integration method(D.I) and Mode Superposition method(M.S) are used widely in dynamic analysis method for structure with isolation devices. D.I is used firstly because it is consider to nonlinearity of isolation device. M.S is applied in elastic region, but it is difficult to apply M.S because coincidence with othogonality condition in the case of adding the damping of isolation device. In this study, the method for calculation of damping ratio of isolated structure is proposed, and proposed method is verified with analysis for example structure.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2000년도 제15차 학술회의논문집
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• pp.456-456
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• 2000

The back projection histogram method has been proposed as the method to construct an image from waves reflected from a buried object for subsurface radar. This method is compose of two phases, i.e., a back projection image construction process and a back projection image superposition process. A simulation analysis of this method has been studied. In this paper, an experimental study is demonstrated in air as the homogeneous Held using three cylinders as buried objects.