• 한국전자파학회논문지
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• 제28권2호
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• pp.147-154
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• 2017

해수면 표면과 같은 지구 지표면은 임피던스 근사법을 이용하여 보통 모델링한다. 임피던스 평면의 다이아딕 그린함수의 계산에는 좀머펠트 적분과 그의 편도함수들이 필요하다. 좀머펠트 적분의 원거리 근사공식은 르장드르 또는 라게르 다항식을 사용한 두 개의 점근급수가 존재한다. 그러므로 응용분야에 적합한 두 원거리 근사공식을 선택할 정량적 기준이 필요하다. 본 논문에서는 선택 기준을 임피던스 복소평면 상에서 정량적으로 나타낸다. 그리고 필요한 고차 편도함수들을 효율적 근사법을 제시하고, 수치적으로 검증한다.

• 한국전자파학회논문지
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• 제30권3호
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• pp.195-201
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• 2019

위상배열 안테나는 개별 안테나의 위상을 제어함으로써 원하는 방향으로 빔 패턴을 형성할 수 있어 무선전력전송의 효율을 높이는데 효과적이다. 최적의 빔포밍을 통해 무선전력전송의 효율을 극대화하기 위해 송신기는 최적의 전송 경로를 인지해야 한다. 최적의 전파 경로 추정을 위해 일반적으로 송신기는 주기적으로 파일롯 신호를 전송하고 수신기는 이를 이용하여 최적의 경로에 해당되는 빔포밍 가중치를 계산하여 송신기로 피드백한다. 일반적으로 피드백 양이 안테나 수에 비례하여 증가하여 안테나 수가 많은 경우 피드백 오버헤드 문제가 대두된다. 본 논문에서 far-field approximation을 적용하여 피드백 양을 최소화하는 기법을 제안하고, 모의실험을 통해 간소화된 피드백 정보가 빔 패턴에 미치는 영향을 분석한다.

• 한국해양공학회지
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• 제22권2호
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• pp.7-12
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• 2008

A far field solution of the slowly varying force on an offshore structure by gravity ocean waves was shown as a function of the reflection and transmission of the body disturbed waves. The solution was obtained from the conservation of the momentum flux, which simply describes various wave forces, while making it unnecessary to compute complicated integration over a control surface. The solution was based on the assumption that the frequency difference of the bichromatic incident waves is small and its second order term is negligible. The final solution is expressed in term of the reflection and transmission waves, i.e. their amplitudes and phase angles. Consequently, it shows that not only the amplitudes but also the phase differences make critical contributions to the slowly varying force. In a limiting case, the slowly varying force solution gives the one of the mean drift force, which is only dependent on the reflection wave amplitude. An approximation is also suggested in a case where only the mean drift force information is available.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2002년도 춘계 학술발표회 논문집
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• pp.117-124
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• 2002

The major purpose of this study is to determine the dynamic behavior of soil-pile-structure interaction system considering the underground cavity. For the analysis, a numerical method fur ground response analysis using FE-BE coupling method is developed. The total system is divided into two parts so called far field and near field. The far field is modeled by boundary element formulation using the multi-layered dynamic fundamental solution that satisfied radiational condition of wave. And this is coupled with near field modeled by finite elements. For the verification of dynamic analysis in the frequency domain, both forced vibration analysis and free-field response analysis are performed. The behavior of soil non-linearity is considered using the equivalent linear approximation method. As a result, it is shown that the developed method can be an efficient numerical method to solve the seismic response analysis considering the underground cavity in 2D problem.

• 소음진동
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• 제7권1호
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• pp.43-53
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• 1997

This paper investigated the practical use for measuring the structural intensity (power flow per width of cross section) in a uniform semi-infinite beam in flexural vibration. The structural intensity is obtained as a vector at a measurement point, One-dimensional structural intensity can be obtained from 4-point cross spectral measurement, or 2-point measurement on the assumption of far field. The measurement errors due to finite difference approximation and phase mismatch of accelerometers are examined. For precise measurements, it would be better to make the value of k$\delta$(wave number x space between accelerometers) between 0.5 and 1.0. Formulation of the relation between bending waves in structures and structural intensity makes it possible to separate the wave components by which one can get a state of the vibration field. Experimental results are obtained from 2- and 4-point measurement performed at 200mm (near field) and 400mm (far field) apart from excitation point in random excitation. the results are compared with the theoretical values and measured values of input power spectrum in order to verify the accuracy of structural intensity method, 2-point method is suggested as the practical structural intensity method.

• Structural Engineering and Mechanics
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• 제21권4호
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• pp.437-450
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• 2005

In this study, a complete analysis of soil-structure interaction problems is presented which includes a modelling of the near surrounding of the building (near-field) and a special description of the wave propagation process in larger distances (far-field). In order to reduce the computational effort which can be very high for time domain analysis of wave propagation problems, a special approach based on similarity transformation of the infinite domain on the near-field/far-field interface is applied for the wave radiation of the far-field. The near-field is discretised with standard Finite Elements, which also allows to introduce non-linear material behaviour. In this paper, a new approach to calculate the involved convolution integrals is presented. This approximation in time leads to a dramatically reduced computational effort for long simulation times, while the accuracy of the method is not affected. Finally, some benchmark examples are presented, which are compared to a coupled Finite Element/Boundary Element approach. The results are in excellent agreement with those of the coupled Finite Element/Boundary Element procedure, while the accuracy is not reduced. Furthermore, the presented approach is easy to incorporate in any Finite Element code, so the practical relevance is high.

• 상하수도학회지
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• 제22권3호
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• pp.389-396
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• 2008

The hybrid model can be used to predict the initial near field mixing and the far field transport of the buoyant jets, which are discharged from the submerged wastewater ocean outfall. In the near field, the jet integral model can be used for single port diffusers while the ${\sigma}$ transformed particle tracking model was used in the far field. In this study, the experimental study was performed to verify the developed hybrid model in the previous research. The developed hybrid model properly predict the surface and vertical concentration distribution of the single buoyant jets with various effluent and ambient conditions. The hybrid model can also simulate the surface concentration distribution of the rosette diffuser except for the parallel diffuser with the higher densimetric Froude number due to the assumption that dynamic effects of the effluent plumes are negligible in the far field. The application of the hybrid model to rosette diffusers can predict the concentration near the diffuser more accurately when the line-plume approximation is used.

• 한국광학회지
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• 제9권5호
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• pp.342-347
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• 1998

비선형 Kerr 매질을 통과하는 Gaussian 빔에 대해 aberration-free approximation과 Huygens-Fresnel 회절 이론을 적용하여 Z-scan 투과율에 대한 해석해를 유도하였다. 비정질 $As_2S_3$ 박막에 대해 Z-scan 실험을 수행하였으며 이론과 비교하여 잘 일치함을 알았다. 633nm 파장에서 측정된 비선형 굴절률${\gamma}$의 크기와 기호 $+8.65{\times}10^{-6}\textrm{cm}^2/W$이며, 또한 먼 영역(far-field)에서 빔 세기분포를 측정하여 자기 집광(self-focusing)효과를 가시적으로 확인하였다.

• 한국윤활학회:학술대회논문집
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• 한국윤활학회 2000년도 제31회 춘계학술대회
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• pp.142-149
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• 2000

Two dimensional slow viscous flow around two counter-rotating equal cylinders is Investigated based on Stokes' approximation. An exact formal expression of the stream function is obtained by using the bipolar cylinder coordinates and Fourier series expansion. From the stream function obtained, the streamline patterns around the cylinders are shown and the pressure distribution In the flow field is determined. By Integrating the stress distribution on the cylinder, the force and the moment exerted on the cylinder are calculated. The flow rate through the gap between the two cylinders is determined as the distance between two cylinders vary. It Is also revealed that the velocity at the far field has finite non-zero value. Special attention is directed to the case of very small distances between two cylinders by way of the lubrication theory.

• 비파괴검사학회지
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• 제24권6호
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• pp.559-565
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• 2004

원주형 기공(SDH: side-drilled hole)의 초음파 산란장 해석을 두 가지 방법으로 수행하였다. 근사해석법인 Kirchhoff 근사법과 변수분리에 의한 엄밀해법으로 구한 원거리 산란진폭 식을 제시하고 시간영역에서 그 결과를 서로 비교하였다. 수직횡파(SV)의 SDH 입사를 고려하였으며, 원거리 산란 진폭을 주파수와 시간영역에서 각각 구하였다. 엄밀해법은 직접 산란파뿐만 아니라 잠행성 파를 나타내었으며, Kirchhoff 근사법은 잠행성 파를 예측하지 못하는 젓을 제외하고 엄밀해의 결과와 잘 일치하였다. 수침, 펄스-에코 시험법에서 SDH의 수신 신호 응답을 예측할 수 있는 두 가지 측정모델을 소개하였고, 수직 횡파가 45도로 입사할 때 지름 1mm SDH의 수신신호를 계산하고 그 결과를 실험과 비교하였다.