• Ocean Systems Engineering
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• 제10권2호
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• pp.201-226
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• 2020

A systematic numerical comparative study of the performance of semicircular and rectangular submerged breakwaters interacting with solitary waves is the basis of this paper. To accomplish this task, Nwogu's extended Boussinesq model equations are employed to simulate the interaction of the wave with breakwaters. The finite difference technique has been used to discretize the spatial terms while a fourth-order predictor-corrector method is employed for time discretization in our numerical model. The proposed computational scheme uses a staggered-grid system where the first-order spatial derivatives have been discretized with fourth-order accuracy. For validation purposes, five test cases are considered and numerical results have been successfully compared with the existing analytical and experimental results. The performances of the rectangular and semicircular breakwaters have been examined in terms of the wave reflection, transmission, and dissipation coefficients (RTD coefficients) denoted by K_R, K_T, K_D. The latter coefficient K_D emerges due to the non-energy conserving K_R and K_T. Our computational results and graphical illustrations show that the rectangular breakwater has higher reflection coefficients than semicircular breakwater for a fixed crest height, but as the wave height increases, the two reflection coefficients approach each other. un the other hand, the rectangular breakwater has larger dissipation coefficients compared to that of the semicircular breakwater and the difference between them increases as the height of the crest increases. However, the transmission coefficient for the semicircular breakwater is greater than that of the rectangular breakwater and the difference in their transmission coefficients increases with the crest height. Quantitatively, for rectangular breakwaters the reflection coefficients K_R are 5-15% higher while the diffusion coefficients K_D are 3-23% higher than that for the semicircular breakwaters, respectively. The transmission coefficients K_T for rectangular breakwater shows the better performance up to 2.47% than that for the semicircular breakwaters. Based on our computational results, one may conclude that the rectangular breakwater has a better overall performance than the semicircular breakwater. Although the model equations are non-dissipative, the non-energy conserving transmission and reflection coefficients due to wave-breakwater interactions lead to dissipation type contribution.

• 한국정보처리학회:학술대회논문집
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• 한국정보처리학회 2007년도 춘계학술발표대회
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• pp.459-462
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• 2007

본 연구에서는 동적 수신호 인식문제를 위하여 CNN 모델을 사용한 특징추출 기법과, FMM 신경망을 사용한 특징 분석 기법을 상호 결합한 형태의 패턴 인식 모델을 제안한다. 수신호 인식을 위하여 영상패턴에서 대상물의 움직임 정보에 기초한 3 차원 형식의 데이터 표현 기법과, 이로부터 인식을 위한 특징추출 기법을 제시한다. 특징추출 모듈에서는 3 차원으로 확장된 구조의 수용영역을 고려한 CNN 모델을 제안하며, 이로부터 학습패턴에서 특징점의 공간적 변이에 대한 영향을 최소화할 수 있음을 고찰한다. 또한 인식효율의 개선을 위하여 방대한 양의 특징집합으로부터 효과적인 특징을 선별하기 위한 방법론으로서 WFMM 모델 기반의 특징분석 기법을 정의하고 이로부터 선별된 특징을 사용하는 인식 기법을 소개한다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2015년도 학술발표회
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• pp.245-245
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• 2015

In the recent years, due to long-lasting heavy rainfall events, a large number of landslides have been observed in the mountainous area of the world. Such landslides can also form a dam as it blocks the course of a river, which may burst and cause a catastrophic flood. Numerical analysis of landslide dam formation is rarely available, while laboratory experimental studies often use assumed shape to analyze the landslide dam failure and flood hydraulics in downstream. In this study, both experimental and numerical studies have been carried out to investigate the formation of landslide dam. Two case laboratory experiments were conducted in two flumes simultaneously. The first flume (2.0 m 0.6 m 0.5 m) was set at $22^{\circ}$ and $27^{\circ}$ slope to generate the landslide using rainfall intensity of 70.0 mm/hr. On the other hand, the second flume (1.5 m 0.25 m 0.3 m) was set perpendicularly at the downstream end of the first flume to receive the landslide mass forming landslide dam. The formation of landslide dam was observed at $15^{\circ}$ slope of the second flume. The whole processes including the landslide initiation and movement of the landslide mass into the second channel was captured by three digital cameras. In numerical analysis, a two-dimensional (2D) seepage flow model, a 2D slope stability model (Spencer method) and a 2D landslide dam-geometry evaluation model were coupled as a single unit. This developed model can determine the landslide occurrence time, the failure mass and the geometry of landslide dam deposited in the second channel. The data obtained from numerical simulation results has good agreement with the experimental measurements.

• Journal of Astronomy and Space Sciences
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• 제29권3호
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• pp.305-313
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• 2012

We conducted thermal analyses and cooling tests of the space observation camera (SOC) of the multi-purpose infrared imaging system (MIRIS) to verify passive cooling. The thermal analyses were conducted with NX 7.0 TMG for two cases of attitude of the MIRIS: for the worst hot case and normal case. Through the thermal analyses of the flight model, it was found that even in the worst case the telescope could be cooled to less than $206^{\circ}K$. This is similar to the results of the passive cooling test (${\sim}200.2^{\circ}K$). For the normal attitude case of the analysis, on the other hand, the SOC telescope was cooled to about $160^{\circ}K$ in 10 days. Based on the results of these analyses and the test, it was determined that the telescope of the MIRIS SOC could be successfully cooled to below $200^{\circ}K$ with passive cooling. The SOC is, therefore, expected to have optimal performance under cooled conditions in orbit.

• KCI Concrete Journal
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• 제13권1호
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• pp.19-25
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• 2001

Based on the orthotropic hypoelasticity formulation, a constitutive material model of concrete taking account of triaxial stress state is presented. In this model, the ultimate strength surface of concrete in triaxial stress space is described by the Hsieh's four-parameter surface. On the other hand, the different ultimate strength surface of concrete in strain space is proposed in order to account for increasing ductility in high confinement pressure. Compressive ascending and descending behavior of concrete is considered. Concrete cracking behavior is considered as a smeared crack model, and after cracking, the tensile strain-softening behavior and the shear mechanism of cracked concrete are considered. The proposed constitutive model of concrete is compared with some results obtained from tests under the states of uniaxial, biaxial, and triaxial stresses. In triaxial compressive tests, the peak compressive stress from the predicted results agrees well with the experimental results, and ductility response under high confining pressure matches well the experimental result. The reinforcing bars embedded in concrete are considered as an isoparametric line element which could be easily incorporated into the isoparametric solid element of concrete, and the average stress - average strain relationship of the bar embedded in concrete is considered. From numerical examples for a reinforced concrete simple beam and a structural beam type member, the stress state of concrete in the vicinity of talc critical region is investigated.

• 대한화학회지
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• 제28권1호
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• pp.34-40
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• 1984

라만 분광법을 사용하여 순수한 액체 상태의 $C_6F_6$의 재배치 운동을 연구하였다. 라만 스펙트럼 중 ${\nu}_2$와 ${\nu}_16$ 밴드를 선정하여 그 모습을 293~333K온도 범위에서 측정하였다. 분자의 주대칭축($C_{6-}$축)의 회전 및 스핀운동에 관한 회전 확산 상수 ($D_{\bo}$, $D_{\parallel}$)가 온도의 함수로써 결정되었으며 이로부터 $C-6F_6$의 재배치운동은 명백히 비등방적임을 알게 되었다. 실험 결과를 유체역학적 모델로 분석하여 본 결과 주대칭축의 회전운동은 확산적이며 스핀운동은 관성적이라는 것이 밝혀졌다.

• 한국전산구조공학회논문집
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• 제22권5호
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• pp.463-474
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• 2009

기존에 설치되어 있는 구조물의 양면대칭 패치보강은 항상 면내거동만을 유발하나 시공상 어려움이 있다. 반면에 일면 패치보강의 경우 인장력의 증가에 따라 중립축의 위치가 대칭이 아니므로 휨에 대한 강성도가 증가하게 되며, 결과적으로 적층판의 휨을 심화시키게 된다. 이 연구에서는 일면 패치보강된 적층판의 두께방향은 물론이고 원공주위의 응력집중계수를 산정하기 위해 p-수렴 완전층별모델을 제안하였다. 가정된 변위장의 정의를 위해, 임의의 층에서 변위-변형률 관계와 3차원 구성방정식은 2차원 및 3차원 계층적 형상함수의 조합이 사용된다. 원형경계의 기하형상을 나타내기 위해 초유한사상기법이 사용되며, 다른 외삽법을 사용하지 않고 각 층마다 절점에서의 응력값을 직접적으로 얻기위해 가우스-로바토 수치 적분이 수행되었다. 제안된 모델의 정확도와 단순성은 기존의 3차원 유한요소해석과 실험에 의해 구해진 결과들과의 비교를 통해 검증되었다. 또한 정사각형, 원형, 고리형 형상의 다양한 패치보강에 따른 휨효과를 조사하였다.

• 한국운동역학회지
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• 제13권2호
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• pp.139-160
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• 2003

The purpose of this study was to suggest the guideline for scientific and quantitative skill acquisition methods of badminton smashing so that the novice could learn the motions of badminton smashing efficiently. The subject participated consisted of total 6 middle school students of the stilled(3) and the unskilled(3). The cinematographical experimental & Analysis equipments used in the study were composed of two Model D-5100 Video Cameras, a control point, a synchronization timer and Kwon3d motion analysis system. The conclusions obtained were as follows, 1. It was necessary for the unskilled to learn the smashing impact phase in situation of max. velocity of COG in order to minimize the timing loss phase. 2. Particularly. The power from segments of Power Zone must participate in utilization in sequence of order of trunk-upper arm- forearm-hand-racket segment in both the skilled and the unskilled.. 3. Therefore it was necessary for the unskilled to do smashing practice for cumulated sum of absolute & relative velocity transfer into shuttle cock after adjusting anterior-posterior tilting angle and max timing, in sequence of segment recruited.

• 한국산학기술학회논문지
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• 제17권10호
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• pp.319-330
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• 2016

3D 프린팅 기술은 다양한 산업분야에서 개념모델 및 기능성 시제품을 제작하는데 많이 응용되고 있지만, 3D 프린팅 소재 및 제작된 제품 신뢰성 등의 여러 가지 이유로 상용화 제품으로 적용되는 데 한계가 존재한다. 본 논문에서는 3D 프린팅 기술을 이용한 산업적 응용분야 중 하나로 발전소 저탄장에 사용되는 풀 코드 스위치 모듈의 부품들 중 잦은 돌발 상황으로 인해 파손이 자주 발생하는 허브 구동부와 레버 고정부 부품들에 대해 현장에서 작업자들이 단기 대체부품으로 적용이 가능하도록 하는 부품 최적 설계 및 FDM 방식 3D 프린팅 제조공정기술에 대한 연구결과를 제시하였다. 3D 프린팅 기술의 경우 소재 적용에 있어서 한계가 존재하므로, 본 논문에서는 구조 최적화 설계를 통해 구조 안정성을 확보하는 방안에 대해 연구를 수행하였다. 허브 구동부 부품에 대해 내부 구조 형상 및 구조 설계 변수 최적화를 수행하여 좌측구동모드에서는 안전계수가 153.67% 증가한 1.243을 확보할 수 있었으며, 우측구동모드에서는 404.96% 증가한 3.156을 확보할 수 있었다. 레버 고정부 부품의 경우, 반복적인 스위칭 구동에 의한 굽힘 모멘트로 인해 발생하는 파손을 최소화하기 위해 구조 최적화 설계를 수행하여 26% 증가한 구조 안전계수(7.52)를 확보할 수 있었다. 본 연구를 통해 3D 프린팅 기술을 단기 대체부품 제조공정에 적용함에 있어서 소재 최적화를 통한 설계보다는 3D 프린팅 공정의 적층특성을 활용한 구조적 최적화 설계기법 이 더욱 유연한 결과를 도출할 수 있음을 확인할 수 있었다.

• Coupled systems mechanics
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• 제3권2호
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• pp.195-211
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• 2014

When strong seismic forces act on reinforced concrete structures, their beam-column connections are very susceptible to damage during the earthquake event. The aim of this numerical work is to evaluate the influence of the internal steel reinforcement array on the nonlinear response of a RC beam-column connection when it is subjected to strong cyclic loading -as a seismic load. For this, two specimens (extracted from an experimental test of 12 RC beam-column connections reported in literature) were modeled in the Finite Element code FEAP considering different stirrup's arrays. In order to evaluate the nonlinear response of the RC beam-column connection, the 2D model takes into account the nonlinear thermodynamic behavior of each component: for concrete, a damage model is used; for steel reinforcement, it is adopted a classical plasticity model; in the case of the steel-concrete bonding, this one is considered perfect without degradation. At the end, we show a comparison between the experimental test's responses and the numerical results, which includes the distribution of shear stresses and damage inside the concrete core of the beam-column connection; in the other hand, the effects on the connection of a low and high state of confinement are analyzed for all cases.