• Structural Engineering and Mechanics
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• 제25권2호
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• pp.181-200
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• 2007

A decoupling technique for simulating near-field wave motions in two-phase media is introduced in this paper. First, an equivalent but direct weighted residual method is presented in this paper to solve boundary value problems more explicitly. We applied the Green's theorem for integration by parts on the equivalent integral statement of the field governing equations and then introduced the Neumann conditions directly. Using this method and considering the precision requirement in wave motion simulation, a lumped-mass FEM for two-phase media with clear physical concepts and convenient implementation is derived. Then, considering the innate attenuation character of the wave in two-phase media, an attenuation parameter is introduced into Liao's Multi-Transmitting Formula (MTF) to simulate the attenuating outgoing wave in two-phase media. At last, two numerical experiments are presented and the numerical results are compared with the analytical ones demonstrating that the lumped-mass FEM and the generalized MTF introduced in this paper have good precision.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 춘계 학술발표회논문집
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• pp.232-237
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• 2003

A new displacement-based transmitting boundary is developed for the transient analysis of dynamics interactions between flexible dam body and reservoir impounding compressible water The mechanical model is derived analytically in time domain from the kernel function, Bessel function, appearing in the convolution integral and corresponding mechanical model is developed that consists of mass, damping and stiffness matrices. The resulting system of, equations uses displacement degrees of freedom. Hence it can be coupled directly with the displacement-based solid finite element model of dam body, linear of nonlinear. The method was applied to the rigid and flexible dam models. The results showed very good agreement : with the semi-analytic frequency domain solutions.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1998년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring 1998
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• pp.163-170
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• 1998

The influence of the dam-reservoir interaction on the seismic response of dams is studied. The impounded water is assumed to be inviscid and compressible ideal fluid. Material damping is introduce to simulate the energy loss of wave propagation in the water. The irregular region of the impounded water adjacent to the dam is modeled by boundary element method. The regular region extending to infinity is modeled by the transmitting boundary. The dam body is assumed to behave elastically and modeled by finite element method. The coupled equation of motion is obtained by substructure method.

• 한국가시화정보학회지
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• 제18권2호
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• pp.10-17
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• 2020

The curvature of wound boundaries has been identified as a key modulator that determines a type of force responsible for cell migration. While several studies report how certain curvatures of the boundary correlate with the rate at which the wound closes, it remains unclear how these curvatures are spatiotemporally formed to regulate the healing process. We investigated the dynamic changes in the boundary curvatures by visualizing cell migration patterns. Locally, cells at the convex boundary continuously move forward with transmitting kinetic responses behind to the cells away from the boundary, and cells at the concave boundary exhibit dramatic contracting motion, like a purse-string, when they accumulate enough negative curvatures to gain the thrust toward the void. Globally, the dynamics of boundary geometries are controlled by the diffusive flow of cells driven by the density gradient between the wound area and the cell layer.

• Coupled systems mechanics
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• 제2권4호
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• pp.375-387
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• 2013

Soils consist of an assemblage of particles with different sizes and shapes which form a skeleton whose voids are filled with water and air. Hence, soil behaviour must be analyzed by incorporating the effects of the transient flow of the pore-fluid through the voids, and therefore requires a two-phase continuum formulation for saturated porous media. The present paper presents briefly the Biot's basic theory of dynamics of saturated porous media with u-P formulation to determine the responses of pore fluid and soil skeleton during cyclic loading. Kelvin elements are attached to transmitting boundary. The Pastor-Zienkiewicz-Chan model has been used to describe the inelastic behavior of soils under isotropic cyclic loadings. Newmark-Beta method is employed to discretize the time domain. The response of fluid-saturated porous media which are subjected to time dependent loads has been simulated numerically to predict the liquefaction potential of a semi-infinite saturated sandy layer using finite-infinite elements. A settlement of 17.1 cm is observed at top surface. It is also noticed that liquefaction occurs at shallow depth. The mathematical advantage of the coupled finite element analysis is that the excess pore pressure and displacement can be evaluated simultaneously without using any empirical relationship.

• 한국정보통신학회논문지
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• 제14권6호
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• pp.1391-1396
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• 2010

최근 출시되고 있는 PAN 용 통신부품으로 Bluetooth와 Zigbee가 선호되고 있으나 가전제품을 비롯하여 오디오기기, 휴대폰, PC 등에서 비교적 저속으로 단순한 메시지를 전달하는데 있어서 이러한 통신부품을 장착하기에는 다소 부담스럽고 제품이 복잡해진다. 본 논문에서는 제품에 이미 장착되어 있는 스피커와 마이크를 이용하여 가청한계 대역에서 초음파를 이용한 무선 통신 방법을 제안한다. 오디오 신호에 영향을 주지 않고 데이터 전송을 가능하게 하기 위하여 가청 한계 대역에서 ASK와 FSK 송수신 방식을 제시하고, 초음파 통신 모뎀을 설계 및 구현한다. 구현된 통신 모뎀은 배경 잡음이 있는 환경에서 실험을 통해 제안한 초음파 통신 모뎀의 성능을 검증한다.

• 한국항해학회지
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• 제16권4호
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• pp.35-45
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• 1992

In this study, an interface is developed in compliance with the standards which is made by National M.E.A in U.S.A for transmitting the Marine Gyrocompass information. The interface consists of Bearing Signal Transfer, Bearing Signal Demodulator, Bearing Signal Discriminator, Bearing Counter and, Informatioin Tranmitter. The results are as follows : The transmission of bearing information was achieved successfully on the Marine RADAR by the interface tranmitting for the Marine Gyrocompass. And, newly proposed phase-detector in Bearing Signal Discriminator which method is forcibly reset the previous data of D-T Flip Flop can be solved the problems of the delay in phase discrimination and the unstableness in the boundary areas of input signal.

• 자원환경지질
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• 제57권1호
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• pp.17-23
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• 2024

Ground penetrating radar (GPR) survey is a geophysical method that utilizes electromagnetic waves reflecting from a boundary where the electromagnetic property changes. As the frequency of the antenna is about 25 MHz ~ 1 GHz, it is effective to acquire high resolution images of underground pipe, artificial structure, underground cavity, and underground structure. In this study, we analyzed the change of signals reflected from the same underground objects according to the arrangement of transceiver antennas used in ground penetrating radar survey. The antenna used in the experiment was 200 MHz, and the survey was performed in the vertical direction across the sewer and the parallel direction along the sewer to the sewer buried under the road, respectively. A total of five antenna array methods were applied to the survey. The most used arrangement is when the transmitting and receiving antennas are all perpendicular to the survey line (PR-BD). The PR-BD arrangement is effective when the object underground is a horizontal reflector with an angle of less than 30°, such as the sewer under investigation. In this case study, it was confirmed that the transmitter and receiver antennas perpendicular to the survey line (PR-BD) are the most effective way to show the underground structure. In addition, in the case where the transmitting and receiving antennas are orthogonal to each other (XPOL), no specific reflected wave was observed in both experiments measured across or parallel to the sewer. Therefore, in the case of detecting undiscovered objects in the underground, the PR-BD array method in which the transmitting and receiving antennas are aligned in the direction perpendicular to the survey line taken as a reference and the XPOL method in which the transmitting and receiving antennas are orthogonal to each other are all used, it can be effective to apply both of the above arrangements after setting the direction to 45° and 135°.

• 한국지진공학회논문집
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• 제14권3호
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• pp.11-22
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• 2010

이 논문에서는 댐-호소계의 선형 및 비선형 지진응답 해석을 시간영역에서 엄밀히 수행할 수 있는 해석법을 제시하였다. 댐-호소계는 (1) 선형 또는 비선형으로 거동하는 댐체와 (2) 깊이가 균일하다고 가정한 호소 원역 및 (3) 댐체와 호소 원역 사이 불규칙한 형상의 근역의 세가지 부구조물로 구성된 연계 시스템으로 정식화되었다. 댐체는 선형 또는 비선형 유한 요소로 모델링되고, 호소 원역은 무한 영역으로의 에너지 방사를 엄밀하게 표현할 수 있도록 주파수영역에서 개발된 변위기반 전달경계를 시간영역에서의 포갬적분으로 변환하여 시간증분법과 결합이 용이하게 하였다. 호소 근역을 댐체와 호소 원역이라는 두 개의 부구조물 사이에 저장된 압축성 유체로 모델링하였다. 이 논문에서는 세 개의 부구조물로 구성되는 댐-호소계에 대해 비선형 시간영역 해석을 용이하게 하는 시간증분법을 유도하여 제시하였고 개발된 해석법을 다양한 형상의 댐-호소계의 지진응답 해석에 적용하여 그 정확성을 검증하였다. 이에 추가하여 제시한 기법을 콘크리트 댐의 비선형 지진응답 해석에 적용하여 손상 정도와 부위를 해석 결과로서 보여주었으며 동시에 제시한 기법이 내진성능 평가 등 실무에 바로 활용될 수 있음을 입증하였다.

• 한국정보과학회논문지:정보통신
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• 제31권3호
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• pp.298-304
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• 2004

이동 통신 채널과 같은 저대역 통신망에서는 비디오 전송을 위해서는 높은 압축율을 갖는 부호화 방법들이 사용된다. 본 논문에서는 저대역폭 통신을 위한 비디오 부호화 표준인 H.263 부호화를 기반으로 전송도중 손상된 움직임 벡터의 복원기법을 제안하고 실험하였다. 공간적으로 인접한 블록간에는 움직임 벡터의 상관성이 높기 때문에 손실블록 또한 이 블록들과 움직임이 비슷할 가능성이 높다. 이러한 특성을 이용하여 손실블록의 주변블록 중에서 같은 방향으로 움직임을 갖는 블록들로 구성된 동일 움직임 영역을 추출하고, 이 블록들을 이용하여 손실블록의 움직임벡터를 복구한다. 본 논문에서 제안한 알고리즘은 정확한 손실블록의 움직임 벡터를 찾아 거의 완벽하게 복원하기도 하지만 정확한 움직임벡터를 찾지 못한 경우에는 주변블록과 가장 비슷한 움직임벡터를 찾아서 에러를 복원하는 효과가 있다. 제안한 방법으로 복원한 영상은 전체적으로 눈에 거슬리는 오류가 생기지 않으므로 주관적인 화질이 좋았다. 또한 객관적인 척도인 PSNR 측면에서는 영상의 움직임 정도에 따라 기존 BMA 방법보다 약 0.5㏈∼1㏈ 정도 향상이 있었다.