• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 한국항해항만학회 2018년도 춘계학술대회
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• pp.73-75
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• 2018

항만시설 및 배후지를 파랑으로부터 방호하는 기능을 가지는 외곽시설 중 항내 정온을 유지하여 하역효율을 높이고, 항내 항행 및 정박 중인 선박의 안전을 확보하고, 항내시설을 보전하기 위하여 설치하는 것으로는 방파제가 있으며, 배치형태로는 항의 외곽에 설치되는 경우와 연안으로 이격되어 설치되는 경우가 있다. 연안으로 이격되어 설치되는 이안제는 필연적으로 방파제 양단으로 회절파랑이 발생하게 되며 이안제 좌 우측으로 각각 분기되어 진행하는 파랑은 회절에 의해 방파제 배후 안쪽으로 휘어져 위상간 간섭을 일으키며 중첩되면서 전파된다. 지형적인 여건으로 진행방향이 같아지게 되고 항 입구부로 향한다면 파랑의 에너지 중첩에 의한 영향이 항내로 나타날 수 있다. 본 연구에서는 항 입구부에 이안제가 설치되는 경우, 이안제 길이에 따라 발생하는 좌 우측 회절 파랑의 위상차가 항내 파고에 미치는 영향을 수치실험을 통해 검토하였다. 이로부터 항내에서의 파고는 이안제의 길이에 따른 좌 우측 회절 파랑의 위상차에 의한 중첩의 영향으로 증폭 혹은 상쇄되어 나타남을 확인하였다.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 한국화재소방학회 2009년도 춘계학술논문발표회 논문집
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• pp.333-338
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• 2009

우리나라는 건축물 화재 및 지진으로 인한 화재의 위험성이 증가해 가면서 시가지 화재에 대한 위험성이 점차 늘어나고 있다. 하지만 이에 대한 대응책은 미비한 실정이다. 반면 일본의 경우는 과거의 화재사례를 토대로 시가지 화재에 대한 대응책 및 시뮬레이션 개발이 수행되었으며 이를 통해 각 지구의 화재위험성을 평가하여 대책을 마련하고 있다. 본 연구에서는 이러한 시가지 화재 시뮬레이션의 화염전파 모델에 관하여 소개함으로서 향후국내의 시뮬레이션 개발에 있어서 기본적인 방향을 제시하고자 하였다.

• Proceedings of the Korea Information Processing Society Conference
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• 한국정보처리학회 2010년도 추계학술발표대회
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• pp.546-549
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• 2010

인터넷의 발달과 유통되는 정보의 양이 증가함에 따라, 그 속에서 사용자가 원하는 정보를 효과적으로 얻기 위한 노력이 계속되어 왔다. 그 중에서 사용자에게 적합한 상품을 추천하고 정보를 제공하기 위한 추천 시스템이 매우 중요하게 인식되고 있으며, 이에 대한 연구가 지속되고 있다. 본 논문에서는 추천 시스템의 핵심적인 방법들과 발전 방향을 다양한 측면에서 체계적으로 분석하였다. 최근에 자주 사용되어지는 효과적인 추천 시스템의 장단점을 비교하여, 추천 시스템이 적용될 수 있는 다양한 환경에서 최적화된 방법을 제시하였다. 더불어 기존의 추천 시스템이 가지고 있는 한계와 그 극복 방안에 대하여 모색해 보았다.

• Journal of the Earthquake Engineering Society of Korea
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• 제10권4호
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• pp.15-24
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• 2006

This work reports the results of our study on the dynamic response of various buried pipelines depending on their boundary conditions. We have studied behavior of the buried pipelines both along the axial and the transverse direction. The buried pipelines are modeled as beams on elastic foundation while the seismic wave as a ground displacement in the form of a sinusoidal wave. The natural frequency, its mode, and the effect of parameters have been interpreted in terms of free vibration. In order to investigate the response on the ground wave, the resulting frequency and the mode shape obtained from the free vibration have been utilized to derive the mathematical formula for the forced vibration. The natural frequency varies most significantly by the soil stiffness and the length of the buried pipelines in the case of free vibration. The effects of the propagation direction and velocity and the frequency of ground wave on the dynamic responses of concrete, steel, and FRP pipes have been analyzed and then dynamic responses depending on the type of pipes have been compared. Through performing dynamic analyser for various boundary conditions and estimation of the location of maximum strain has been estimated for the type of pipes and boundary conditions.

• The Journal of the Acoustical Society of Korea
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• 제13권6호
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• pp.50-59
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• 1994

Spectral analysis of transient elastic waves were carried out in order to identify the propagation modes in glass and unidirectional carbon fibre reinforced plastic (CFRP) plates. Pencil leads were broken on the surface of plates to generate elastic waves, and two broad band transducers of 6.35 mm in diameter and 10 MHz center frequency were placed at the linear location from the source. The frequency spectra of detected signals showed that the wave propagation in the plates obeyed the Lamb wave dispersion relation. The transient signals were the fast propagating modes around maximum group velocity of the lowest and first order symmetric $modes(S_{0} and S_{1}),$ and first order antisymmetric $mode(A_{1})$. The transient signals were not severely distorted due to relatively small dispersion of those modes around the maximum group velocity. The fastest propagating mode in the plates was shown to be $S_{0}$ mode less the than cut-off frequency of $A_{1}$ mode.

• Journal of the Korean Institute of Telematics and Electronics D
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• 제36D권11호
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• pp.18-26
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• 1999

Recently, various simplified simulation techniques such as firite-difference beam propagation method and non-orthogonal coupled-mode theory have proposed to analyze the optical characteristics of tapered directional couplers supported by the coupling of two propagating modes. Although these approaches are often in sufficiently accurate, they do not provide the detailed solutions encountered in the analysis of tapered guiding structures. For this purpose, we introduce and utilize a newly developed modal transmission-line theory to analyze rigorously power transfer of the directional coupler. The numerical result reveals that the propagation constants of even and odd modes converge to a single value as increasing the spacer thickness between two symmetric tapered guides. Furthermore, 97% of the power incident into a guiding channel is transmitted to the other channel at the tapered angle ${\theta}=0.1^{\circ}$, and the efficiency of power transfer decreases dramatically as increasing the angle.

• Geotechnical Engineering
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• 제13권4호
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• pp.121-134
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• 1997

Vibrations induced by traffic loading and construction activities are extremely important due to their potential to cause damage to adjacent structures and toy complaints to the neighbors. Vibration induced damage to the built environment may be caused by the direct transmission of vibrations as well as by the, vibration induced differential settlement. In order to effectively control the vibration related problems, the accurate in-situ vibration monitoring is essential. In this paper, a calibration technique of a geophone which is widely used in practice was described. Once the frequency characteristics of individual geophones were calibrated, the 3fomponent geophone was developed for the in-depth vibration measurement, and the dot ailed calibration and application techniques of the 3fomponent geophone were described. Vibrations caused by blasting, train loading, and pile driving were measured and the applicability of the 3fomponent geophone was assessed.

• The Journal of the Acoustical Society of Korea
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• 제41권6호
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• pp.705-712
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• 2022

A sudden pressure drop caused by the pressure relief valve acts as a strong noise source and propagates the compressible pressure fluctuation along the pipe wall, which becomes a excitation source of Acoustic Induced Vibration (AIV). Therefore, in this study, the numerical methodology is developed to evaluate the reduction effect of compressible pressure fluctuation due to curved pipe in the pressure relief valve system. To describe the acoustic wave caused by density fluctuation, unsteady compressible Large Eddy Simulation (LES) technique, which is high accuracy numerical method, Smagorinsky-Lilly subgrid scale model is applied. Wavenumber-frequency analysis is performed to extract the compressible pressure fluctuation component, which is propagated along the pipe, from the flow field, and it is based on the wall pressure on the upstream and downstream pipe from the curved pipe. It is shown that the plane wave and the 1st mode component in radial direction are dominant along the downstream direction, and the overall acoustic power was reduced by 3 dB through the curved pipe. From these results, the noise reduction effect caused by curved pipe is confirmed.

• Journal of the Korea Academia-Industrial cooperation Society
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• 제12권11호
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• pp.5208-5213
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• 2011

In this paper, we proposed a new direction finding(DF) technology using TDOA(time-difference of arrival) and PDOA(phase difference of arriving signal) method. The proposed technology has a good DF accuracy without DF ambiguity. TDOA or PDOA technology is used to the most of intelligence systems in 21 century. The principle of TDOA is to receive a signal with two parallel antennas, measure the time difference of arrival signal, and converse the time difference to the direction of incident signal. Those technology make a DF system small size but the DF accuracy is low into short antenna installation distance. The principle of PDOA is similar to TDOA except measuring the phase difference of arrival signal, These technology get a good DF accuracy in short antenna installation distance but have a DF ambiguity. The proposed DF method is simulated into DF system operation environment with noise, and has a good DF accuracy.

• Journal of Korea Water Resources Association
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• 제32권1호
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• pp.83-94
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• 1999

In continental margins, turbid underflows which are not confined to a given channel, are free to spread laterally as well as longitudinally. Lateral spreading can reduce substantially the run out distance of flows along continental shelves and slopes. Laboratory experiments with a large tank, employing saline density currents as surrogates for fine-grained turbidity flow, coupled with dimensional analysis, have been used to develop a simple expression for lateral spreading rates of two-dimensional flows on sloping beds. characteristic length and time are determined by the flow discharge and buoyancy flux at the inlet. By knowing the initial width of the flow, the spreading law can be used to estimate the maximum width of the current at different times as well as the longitudinal spreading rate. Predictions for flows compare favorably against observations.