• 한국광학회지
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• 제14권4호
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• pp.434-442
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• 2003

전파정수가 불규칙하게 존재하는 선로를 설정하고, 선로 상의 파동함수의 해가 국재성을 나타내는 원인과 그 조건에 대하여 확률함수를 이용하여 해석하였다. 랜덤한 매질로는 특성 임피던스가 불규칙하게 변동하는 전송선로를 설정하고, 이 선로 상에서의 전압파나 전류파의 국재현상에 대하여 살펴보았다. 수치해석을 실시한 결과, 랜덤 선로 중에 국재하는 해가 존재하는 것이 확인되었으며, 전류원을 삽입하여 선로를 강제 여진시킨 경우에도 선로 상에 전압파가 국재하는 것을 알 수 있었다. 선로 전체에 손실을 설정한 경우에 대한 해석 결과에서는 국재가 존재하는 위치의 파가 가장 큰 영향을 받는다는 사실에서, 광의 국재는 파동이 반사를 반복하는 것에 의해 나타난다는 것을 알 수 있었다.

• 대한기계학회논문집A
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• 제23권11호
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• pp.1878-1885
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• 1999

Ultrasonic technique which is one of the most common nondestructive evaluation techniques has been applied to evaluate the integrity of structures by analyzing the characteristic of scattering sign al from internal defects. Therefore, a numerical analysis of ultrasonic scattering field due to defect profiles is absolutely needed for the accurate, quantitative estimation of internal defects. In this paper, the SH-wave scattering by multi-cavity defects and inclusion using Elastodynamic Boundary Element Method is studied. The effects of shape and distance of defects on transmitted and reflected fields are considered. The interaction of multi-cavity defects in SH-wave scattering is also investigated. Numerical calculations by the BEM have been carried out to predict near field solution of scattered fields of ultrasonic SH-wave. The presented results can be used to improve the detection sensitivity and pursue quantitative nondestructive evaluation for inverse problem.

• 한국인터넷방송통신학회논문지
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• 제20권2호
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• pp.195-200
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• 2020

고유치 문제에 기초한 모드 전송선로 이론 (Modal Transmission-Line Theory: MTLT)을 이용하여 blazed 격자로 구성된 광 도파로의 누설특성과 Bragg 조건들을 정확하게 분석하였다. 대칭형, 톱니형, 비대칭형으로 분류한 blazed 격자형 광 도파로는 Bragg 조건들에서 leaky-wave stop-band가 나타났으며, Bragg 조건 근처에서 Rayleigh 조건에 기인한 anomalies 현상이 발생함을 보였다. 또한, 주기적인 격자구조의 특성 임피던스에 기초한 종 방향 등가 전송선로를 구성하여 광 도파로의 DFB 특성을 Bragg 조건에서 분석하였다. 분석 결과, leaky-wave stop-band가 발생하는 Bragg 조건에서 DFB 도파로의 반사전력이 최대가 되는 것을 확인하였다.

• 한국소음진동공학회논문집
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• 제18권7호
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• pp.693-700
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• 2008

High-Pressure gas Pipeline which is buried in underground has the Possibility that will be exposed to unexpected dangerous impact of construction equipment. To protect from this kind of danger, the real-time health monitoring system of the high-pressure gas pipeline is necessary. First of all, to make the real-time health monitoring system clearly, the acoustic wave propagation characteristics which are made from various construction equipment impacts must be identified. In link of technical development that prevents the damage of high-pressure gas pipeline, this paper gives FEM(finite element method) and BEM(boundary element method) solutions to identify the acoustic wave propagation characteristic of the various impact input signals which consist of Direc delta function and convolution signal of 45 Hz square signal and random signal.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2004년도 학술대회지
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• pp.179-182
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• 2004

This paper deals with a new mathematical formulation of nonlinear wave profile based on Banach fixed point theorem. As application of the formulation and its solution procedure, some numerical solutions was presented in this paper and nonlinear equation was derived. Also we introduce a new operator for iteration and getting solution. A numerical study was accomplished with Stokes' first-order solution and iteration scheme, and then we can know the nonlinear characteristic of Stokes' high-order solution. That is, using only Stokes' first-oder(linear) velocity potential and an initial guess of wave profile, it is possible to realize the corresponding high-oder Stokian wave profile with tile new numerical scheme which is the method of iteration. We proved the mathematical convergence of tile proposed scheme. The nonlinear strategy of iterations has very fast convergence rate, that is, only about 6-10 iterations arc required to obtain a numerically converged solution.

• 한국지진공학회논문집
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• 제28권5호
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• pp.249-255
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• 2024

Strong ground motions at specific sites can cause severe damage to structures. Understanding the influence of site characteristics on the dynamic response of structures is crucial for evaluating their seismic performance and mitigating the potential damage caused by site effects. This study investigates the impact of the average shear wave velocity, as a site characteristic, on the seismic response of low-to-medium-rise reinforced concrete buildings. To explore them, one-dimensional soil column models were generated using shear wave velocity profile from California, and nonlinear site response analyses were performed using bedrock motions. Nonlinear dynamic structural analyses were conducted for reinforced concrete moment-resisting frame models based on the regional information. The effect of shear wave velocity on the structural response and surface ground motions was examined. The results showed that strong ground motions tend to exhibit higher damping on softer soils, reducing their intensity, while on stiffer soils, the ground motion intensity tends to amplify. Consequently, the structural response tended to increase on stiffer soils compared to softer soils.

• 한국지반공학회논문집
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• 제36권12호
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• pp.7-16
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• 2020

본 연구는 음향학적 기법을 이용하여 지반의 투수계수를 산정하는 새로운 방법을 제시하였다. 연구를 위하여 Biot의 특성 진동수(Characteristic Frequency) 와 지반의 투수계수의 연관성이 포화된 지반에서만 나타나는 것을 확인할 수 있도록 음파의 감쇠 및 전파속도 특성을 포화된 시료와 건조된 시료에 대하여 측정/비교 하였다. 본 연구에서의 시험결과는 특성 진동수는 포화된 지반에서만 나타나며, 음파의 감쇠 특성으로 부터 얻은 특성 진동수와 전파속도 특성으로 부터 얻은 특성 진동수가 서로 매우 유사한 범위를 나타내었다. 한편 음파의 전파속도로 부터 얻은 결과가 감쇠 특성으로부터 얻은 결과보다 판독성이 좀 더 좋은 것으로 나타났다. 또한 본 시험결과를 동일한 시료에 대한 정수위 투수시험결과와 비교했을때 서로가 합리적으로 상응하는 결과를 나타내었으며, 본 연구에서 사용된 음향학적 기법이 사질토 또는 실트질 사질토의 투수계수를 구할 수 있는 비파괴 시험으로 사용될 수 있는 가능성을 보여 주었다.

• Ocean Systems Engineering
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• 제4권4호
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• pp.327-342
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• 2014

The tension leg platform (TLP) is one of the compliant structures which are generally used for deep water oil exploration. With respect to the horizontal degrees of freedom, it behaves like a floating structure moored by vertical tethers which are pretension due to the excess buoyancy of the platform, whereas with respect to the vertical degrees of freedom, it is stiff and resembles a fixed structure and is not allowed to float freely. In the current study, a numerical study for square TLP using modified Morison equation was carried out in the time domain with water particle kinematics using Airy's linear wave theory to investigate the effect of changing the tether tension force on the stiffness matrix of TLP's, the dynamic behavior of TLP's; and on the fatigue stresses in the cables. The effect was investigated for different parameters of the hydrodynamic forces such as wave periods, and wave heights. The numerical study takes into consideration the effect of coupling between various degrees of freedom. The stiffness of the TLP was derived from a combination of hydrostatic restoring forces and restoring forces due to cables. Nonlinear equation was solved using Newmark's beta integration method. Only uni-directional waves in the surge direction was considered in the analysis. It was found that for short wave periods (i.e., 10 sec.), the surge response consisted of small amplitude oscillations about a displaced position that is significantly dependent on tether tension force, wave height; whereas for longer wave periods, the surge response showed high amplitude oscillations that is significantly dependent on wave height, and that special attention should be given to tethers fatigue because of their high tensile static and dynamic stress.

• 한국통신학회논문지
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• 제33권4A호
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• pp.473-478
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• 2008

5.9 GHz WAVE(Wireless Access for the Vehicular Environment)는 노변-차량, 차량-차량 통신을 통하여 공공안전과 개인통신을 지원하기 위한 중단거리 무선통신 방식이다. WAVE 물리계층의 핵심기술은 시간동기오류에 민감한 OFDM 방식이며 통신링크상의 지연을 최소화하여 고속의 차량통신 환경을 제공하는 것이 매우 중요하다. 본 논문에서는 오류에 강인하고 복잡도가 낮고 지연시간이 적은 WAVE 시스템 응용을 위한 시간동기 알고리즘과 하드웨어 구조를 제안한다. 제안된 알고리즘은 기존의 알고리즘에 비교하여 연산의 복잡도와 지연시간이 감소되며 하드웨어 구조는 파이프라인 구조와 고속 동작에 영향을 줄 수 있는 RAM이 필요하지 않다는 장점이 있다. Matlab과 FPGA를 이용한 하드웨어 구현을 통한 동기화 오차율(SER) 실험결과, 제안된 알고리즘이 고속 이동환경에 대해 강인하고 효율적이라는 확인하였다.

• 동의생리병리학회지
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• 제23권5호
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• pp.1035-1040
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• 2009

In this work, we investigate the effect of blood hematocrit level on the radial pulse wave to study the clinical application of the pulse analyzer. For this purpose, we measured the radial pulse wave at the left Gwan for 15 males with abnormal high hematocrit level and 47 males with normal hematocrit level at the age of thirties and forties. Various variables of the radial pulse wave between two groups were analyzed by Student's T test. We found significant differences in several characteristic variables in the amplitude, time-span and the integrated area of the amplitude and time of the pulse wave. The systolic peak in the amplitude of the radial pulse wave was higher in abnormal high hematocrit group. In contrast, the third peak from the second incisure was higher and longer in normal hematocrit group. Our study suggests that the radial pulse wave can be useful in distinguishing the patient group with high hematocrit level and thus with high blood viscosity. Our finding may motivate research activities towards diverse clinical applications of the pulse wave.