• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1997년도 봄 학술발표회 논문집
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• pp.19-26
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• 1997

In this paper, two dimensional analytical infinite elements which can include multiple wave components to model a underlying half-space are developed. Since these elements are expressed clearly and simply using Legendre polynomials of frequencies in frequency domain, these are very economical and efficient in computing the responses of strip foundations in frequency domain and are easily transformed for SSI analysis in time domain. To prove the behavior of the proposed two dimensional analytical infinite elements, vertical, horizontal, and rocking compliances of a rigid strip foundation in layered soils are analyzed and compared with those of Tzong ' Penzie $n^{(17)}$ and with those which calculated by numerical infinite elemen $t^{(1)}$ in frequency domain, and good agreements are noticed between them. As an application for a further study, a new scheme for SSI analysis in time domain are proposed and verified by comparing the displacement responses of the soil with a underlying rock due to a rectangular impulse loading with those of a soil modeled extended FE meshes.soil modeled extended FE meshes.

• 전기학회논문지P
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• 제65권2호
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• pp.136-141
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• 2016

This paper proposes an alternate time-switched multiplexed space-time block coding technique for orthogonal frequency division modulation systems. The traditional multiplexed space-time block coding technique can provide more data rate owing to multiple transmit and receive technique, which causes a lot of hardware burden. Alternate time-switched scheme of transmitting time-domain zeros can reduce this hardware burden by half with time-domain switches only. Simulation results show that alternate time-switched scheme has almost same performance with half of baseband and RF modules in comparison with a multiplexed space-time block coding for orthogonal frequency division modulation systems with twice repetitive transmission.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1999년도 봄 학술발표회 논문집
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• pp.121-128
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• 1999

This paper presents a time domain method for soil-structure interaction analysis for seismic loadings. It is based on the finite element formulation incorporating analytical frequency-dependent infinite elements for the far field soil. The dynamic stiffness matrices of the far field region formulated using the present method in frequency domain can be easily transformed into the corresponding matrices in time domain. At first, the equivalent earthquake forces are evaluated along the interface between the near and the far fields from the free-field response analysis carried out in frequency domain, and the results are transformed into the time domain. An efficient procedure is developed for the convolution integrals to evaluate the interaction force along the interface, which depends on the response on the interface at the past time instances as well as the concurrent instance. Then, the dynamic responses are obtained for the equivalent earthquake force and the interaction force using Newmark direct integration technique. Since the response analysis is carried out in time domain, it can be easily extended to the nonlinear analysis. Example analysis has been carried out to verify the present method in a multi-layered half-space.

• 대한의용생체공학회:의공학회지
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• 제11권1호
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• pp.89-96
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• 1990

The numerical evaluation of Rayleigh's integral for the sound source reconstruction can be speeded up by the use of angular frequency propagation method and the FFT. However, are several source of errors involved during the reconstruction. Besides the aliasing error due to undersampling in space, the wrap around error. which is caused by undersampling the kernel functionin frequency domain, and windowing effect are present. We found that there is no replicated source problem and the windowing effect is due to the windowing the kernel function In frequency domain, and, xero padding is always required to improve the quality of reconstruction.

• 한국전자파학회논문지
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• 제23권11호
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• pp.1217-1227
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• 2012

일반적으로 안테나 이득 또는 인자를 측정하는 방법으로서 3-안테나법, 표준안테나법, 표준시험장법 등이 있다. 이들 방법은 주파수 영역에서 반사파 등을 고려하여 자유 공간 또는 준자유 공간의 값을 측정한다. 본 논문은 시간 영역에서 반사파를 추적 제거함으로써 야외시험장에서 자유 공간 안테나 이득 인자를 측정 및 교정하는 방법을 논의한다. 시간 영역에서 측정한 전송 계수 $S_{21}$으로부터 직접파 및 반사파가 수신 안테나에 도달하는 시간차로 이들을 구분하고, 게이팅 기능과 역 푸리에 변환으로 직접파의 주파수 응답 만을 추출하였다. 시간 영역 기능을 갖추고 있는 네트워크 분석기로 안테나 높이를 변화시키면서 이들 파의 경로차를 만들어 1~18 GHz 대역 더블리지 혼 안테나의 반응시간을 분석 하였으며, 그 경로차에 의한 응답을 분리 추출하여 자유 공간 안테나 이득을 측정하였다. 이 결과를ANSI C635의 표준시험장법으로 교정한 결과와 상호 비교하여 좋은 일치가 있음을 보였다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1989년도 봄 학술발표회 논문집
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• pp.33-37
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• 1989

According to the Rayleigh-Ritz approximation method, a solution can be represented as a finite series consisting of space-dependent functions, which satisfy all the geometric boundary conditions of the problem and appropriate smoothness requirement in the interior of the domain. In this paper, an efficient formulation for solving structural dynamics systems in frequency domain is presented. A general procedure called Ritz modes (or vectors) generation algorithm is used to generate the admissible functions, i.e. Ritz modes, Then, the use of direct superposition of the Ritz modes is utilized to reduce the size of the problem in spatial dimension via geometric coordinates projection. For the reduced system, the frequency domain approach is applied. Finally, a numerical example is presented to illustrate the effectiveness of the proposed method.

• 한국전자파학회논문지
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• 제16권12호
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• pp.1246-1254
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• 2005

등방성 상반 매질과 수직 단축성 하반 매질의 경계면에서 $VV{\cdot}HV{\cdot}VH$ 문제에 대해, 임펄스 점전류원에 의해 발생하는 전자장을 이론적으로 고찰한다. 이들 문제에서의 전기장은 Fourier-Laplace 영역의 이상파 성분과만 관련이 있다. 각각의 문제에 대해서 Cagniard-de Hoop 해석법을 응용하여 시간 영역의 전자장 해를 얻는다. VV 문제의 전자장은 적분이 포함되지 않은 명시적인 형태로 구할 수 있다. $HV{\cdot}VH$ 문제의 해에서는 적분을 없앨 수 없지만, 적분해에 내재 된 주요 특이 성분들은 해석적으로 추출된다. 주파수 영역의 계면 원방 전자장은 시간영역의 특이 성분에 의해 결정된다.

• Structural Engineering and Mechanics
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• 제55권1호
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• pp.229-244
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• 2015

H-infinity norm relates to the maximum in the frequency response function and H-infinity control method focuses on the case that the vibration is excited at the fundamental frequency, while 2-norm relates to the output energy of systems with the input of pulses or white noises and 2-norm control method weighs the overall vibration performance of systems. The trade-off between the performance in frequency-domain and that in time-domain may be achieved by integrating two indices in the mixed vibration control method. Based on the linear fractional state space representation in the modal space for a piezoelectric flexible structure with uncertain modal parameters and un-modeled residual high-frequency modes, a mixed dynamic output feedback control design method is proposed to suppress the structural vibration. Using the linear matrix inequality (LMI) technique, the initial populations are generated by the designing of robust control laws with different H-infinity performance indices before the robust 2-norm performance index of the closed-loop system is included in the fitness function of optimization. A flexible beam structure with a piezoelectric sensor and a piezoelectric actuator are used as the subject for numerical studies. Compared with the velocity feedback control method, the numerical simulation results show the effectiveness of the proposed method.

• Structural Engineering and Mechanics
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• 제21권1호
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• pp.101-119
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• 2005

An efficient methodology is presented to evaluate the seismic behavior of a Fluid-Elevated Tank-Foundation/Soil system taking the embedment effects into accounts. The frequency-dependent cone model is used for considering the elevated tank-foundation/soil interaction and the equivalent spring-mass model given in the Eurocode-8 is used for fluid-elevated tank interaction. Both models are combined to obtain the seismic response of the systems considering the sloshing effects of the fluid and frequency-dependent properties of soil. The analysis is carried out in the frequency domain with a modal analysis procedure. The presented methodology with less computational efforts takes account of; the soil and fluid interactions, the material and radiation damping effects of the elastic half-space, and the embedment effects. Some conclusions may be summarized as follows; the sloshing response is not practically affected by the change of properties in stiff soil such as S1 and S2 and embedment but affected in soft soil. On the other hand, these responses are not affected by embedment in stiff soils but affected in soft soils.

• 대한전자공학회논문지TC
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• 제44권5호
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• pp.25-32
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• 2007

사용자 단말기는 크기상의 제약 때문에, 다중 송신 안테나를 이용한 공간 다이버시티를 얻는데 어려움이 있다. 본 논문에서는 단일 반송파 변조 방식 기반의 사용자 단말이 낮은 하드웨어적인 복잡도를 유지하면서, 중계기의 도움을 받아 공간 다이버시티를 얻는 기법을 제안한다. 중계기는 사용자 단말로부터 받은 신호에 주파수 공간 블록 부호화를 수행하여 기지국으로 전송한다. 이때 주파수 공간 블록 부호화는 주파수 영역이 아닌 등가의 시간 영역에서의 신호 처리를 통해 낮은 계산 복잡도로 구현된다. 사용자 단말과 중계기로부터 신호를 수신한 기지국은 다중 경로 페이딩을 고려한 주파수 영역 등화를 수행한다. 제안된 기법은 기존의 시공간 부호화 기반의 중계 방식에 비해 고속 페이딩 채널에서 개선된 성능을 갖는데, 사용자 단말의 이동 속도를 고려한 시뮬레이션을 통해 이를 확인할 수 있었다.