• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.14 no.1
• /
• pp.65-76
• /
• 2001

본 연구의 목적은 평판의 모서리 둔각이 135도까지를 갖는 재료적 비선형 경사평판을 해석하기 위해 C°-계층적 평판요소를 개발하는 것이다. 기하학적 변환을 통해 경사진 경계조건은 직각좌표계의 좌표변환을 이용하여 해결할 수 있다. 여기서, 경사경계는 경사진 변 전체 또는 경사교량의 교좌위치와 관련된 몇 개의 선택지점만을 고려할 수 있게 하였다. 이 목적을 위해 경사교량의 교좌장치의 이동방향을 설명할 수 있도록 1차 전단변형을 갖는 Reissner/Mindlin 평판이론에 기초를 둔 5-자유도 경사평판요소가 정식화되었다. 한편, 평판의 극한내하력을 추정하기 위해 von-Mises 항복기준에 기초를 둔 소성유동법칙을 갖는 증분소성이론이 채택되었다. 또한, ADINA 소프트웨어에 의한 h-version 모델과 제안된 p-version 모델을 사용하여 경사각, 경계조건과 하중의 변화에 따른 영향을 조사하였다. 해석결과는 이론값과 문헌에 보고된 수치해석값과 비교되었다. 자유도 수에 따른 정확도를 비교기준으로 한다면, 본 연구에서 제안된 해석모델은 지금까지 개발된 가장 효율적 도구의 하나라고 할 수 있다.

• Journal of Navigation and Port Research
• /
• v.43 no.4
• /
• pp.231-236
• /
• 2019

As ships become bigger, faster, and diverse, transportation has increased the usage of marine vehicles. However, ship accidents are increasing. Ship accidents cause loss of life and property as well as environmental disasters. The occurrence of ship accidents causes enormous economic and environmental impacts. Notably, in the case of passenger ships, methods for preventing ship accidents are being discussed to avoid losing numerous human lives. The purpose of this study is to provide essential data for evacuation before reaching the dangerous time by predicting the time to reach the risk of capsizing based on the heeling angle of the passenger ship. Based on sinking accidents between 2012 and 2016, we set up specific scenarios and simulated the PRR1 data using commercial software MOSES V20. In the case of the linear equation, the simulation results showed a low error rate because the simulation data showed the linear graph. In the case of the quadratic equation, the error rate was low at the beginning but showed a high error rate at the subsequent angle.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2009.05a
• /
• pp.1384-1388
• /
• 2009

래스터 기반 DEM 모델을 이용한 수문지형인자의 산정은 DEM의 해상도(셀크기)에 영향을 받으며, 이러한 DEM의 해상도에 따른 불확실성은 강우-유출모델의 결과에 전파되어 모델의 모의결과에 오차를 발생시키는 원인이 된다. 또한 흐름경로의 결정은 수문모델링에서 DEM으로부터 수계를 형성하고 유역을 생성 및 분할하는데 있어 결정적인 역할을 하며, 각 셀의 경사는 흐름방향을 결정하고 흐름길이는 흐름경로를 따라 측정된 거리로서 결정된다. 이러한 모든 일련의 과정들은 셀간의 연산을 통해 이루어지며, 이러한 점에서 DEM의 해상도에 따른 DEM 처리연산 및 수문지형인자의 변동성은 중요한 고려사항이라 할 수 있다. DEM의 해상도에 따른 영향을 규명하기 위해서는 주요 수문지형인자를 대상으로 DEM의 해상도에 따른 민감도를 분석하는 것이 일반적이며, 따라서 본 연구에서는 위천, 황강 및 금호강 유역에 대해 DEM의 셀크기에 따른 유역면적, 유로연장과 최원유로연장, 유역평균경사와 같은 수문지형인자의 변동성을 분석하였다. 셀크기가 증가함에 따라 유로연장 및 최원유로연장이 감소하는 추세는 보이고 있지만 셀크기의 증가로 인해 반드시 흐름길이 및 유로연장이 감소 또는 증가되는 것은 아니며, 더 많은 유역에 대한 적용을 통해 유로연장에 대한 변동을 규명할 필요가 있을 것으로 판단된다. 또한 유역평균경사는 대체로 셀크기 $10\sim30m$에서 가장 큰 감소를 보이고 있으며, 셀크기 30m 이상에서는 감소크기가 점차 완만하게 나타난다. 그리고 셀크기가 증가할수록 유역평균경사에 대한 누가빈도곡선의 기울기는 점차 급해지고 누가빈도가 증가할수로 각 셀크기간의 유역평균경사의 감소에 큰 영향을 미침을 알 수 있다. 이는 비록 유역평균경사에 대한 누가빈도분포의 추세가 모든 해상도에 대해 유사하게 나타나고 있지만 급경사부에 대해서는 데이터 축약으로 인해 유역평균경사에 있어 상당한 감소를 발생시킬 수 있기 때문이라 판단된다.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.15 no.4
• /
• pp.2428-2435
• /
• 2014

Numerical analysis with ALE (Arbitrary Lagrangian Eulerian) Adaptive Meshing technique was performed to evaluate the pullout capacity of the embedded suction anchors (ESA) in uniform clay. The numerical method was verified by the previous study, analytical results based on limit-equilibrium theory and centrifuge tests. The pullout capacity of the ESA under horizontal, vertical, and inclined loading were evaluated, and the effect of initial rotation of the ESA on pullout capacity was also investigated. The analysis results showed that the maximum horizontal capacity was obtained at the mid-point, and the each vertical capacity gave the similar value regardless of the loading points. Furthermore, the inclined capacity was decreased as the load inclination angle increased at the mid-point of the anchor, and almost the same pullout capacity was obtained when the initial rotation angles were below 30 degrees.

• Journal of the Korean Society of Marine Environment & Safety
• /
• v.14 no.4
• /
• pp.339-345
• /
• 2008

The stratified flow can be seen in the oil and gas pipelines as well as pipelines related to ship's fluid machineries. Numerous theories and correlations have also been proposed in the past for the prediction of stratified flow in horizontal or slightly inclined pipe. The previous researches are mostly about the effects of physical properties, viscosity, phases densities and pipe geometries on the stratified flow. Very few study outcomes exist on the effect of gravity magnitude and large slop angle of pipe inclinations on the occurring condition of stratified flow. In this study, therefore, analytical procedures were conducted about the effect of both the change in the gravity magnitude and pipe inclinations on the stratified flow occurring conditions. From the analytical results, it was found that stratified flow occurred at the vertical upward inclination and at very low liquid phase flowrates in 0.17g and 0.33g conditions.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
• /
• v.16 no.1
• /
• pp.67-74
• /
• 1998

This paper performed terrain analysis using DTM(digital terrain model) with TIN/ GRID structure on PC environment. Contour layer from 1:5,000 scale map was used to produce DTM. DTHs were produced with and without considering breakline for each data structure. Processing time, file size, mean elevation and standard variation were analyzed for each DTM. slope map, aspect map were analyzed for grid structure with consideration of TEX>$5\times{5m},\;l0\times{10m},\;15\times{15m},\;l0\times{30m},\;45\times{45m},\;60\times{60m}$ cell size respectively. The results suggest following; The incorporation of breakline does improve mapping accuracy for highly disturbed landscape, Mean elevation doesn't increase as the grid size increases, while processing time, storage room is significantly lessened. Thus, the optimal grid size must be determined in advance for efficient application. slope decreases, while aspect increases as grid size is increasing.

• Tunnel and Underground Space
• /
• v.16 no.1 s.60
• /
• pp.58-72
• /
• 2006

In recent years, not only the occurrences but the magnitude of earthquakes in Korea are on an increasing trend and other sources of dynamic events including large-scale construction, operation of hi띤-speed railway and explosives blasting have been increasing. Besides, the probability of exposure fir rock joints to free faces gets higher as the scale of rock mass structures becomes larger. For that reason, the frictional behavior of rock joints under dynamic conditions needs to be investigated. In this study, a shaking table test system was set up and a series of dynamic test was carried out to examine the dynamic frictional behavior of rock joints. In addition, a computer program was developed, which calculated the acceleration and deformation of the sliding block theoretically based on Newmark sliding block procedure. The static friction angle was back-calculated by measuring yield acceleration at the onset of slide. The dynamic friction angle was estimated by closely approximating the experimental results to the program-simulated responses. As a result of dynamic testing, the static friction angle at the onset of slide as well as the dynamic friction angle during sliding were estimated to be significantly lower than tilt angle. The difference between the tilt angle and the static friction angle was $4.5\~8.2^{\circ}$ and the difference between the tilt angle and the dynamic friction angle was $2.0\~7.5^{\circ}$. The decreasing trend was influenced by the magnitude of the base acceleration and inclination angle. A DEM program was used to simulate the shaking table test and the result well simulated the experimental behavior. Friction angles obtained by shaking table test were significantly lower than basic friction angle by direct shear test.

• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.8 no.3
• /
• pp.231-235
• /
• 1996

The solution for progressing waves over beaches is obtained for a sloping angle $\pi$/2n with n, an integer, based on the solution of Lewy and Stoker for standing waves. The behaviors of the waves are graphically illustrated.

• Proceedings of the Korean Society of Propulsion Engineers Conference
• /
• 1999.10a
• /
• pp.32-32
• /
• 1999

초음속 과소 팽창 제트가 경사진 평판에 충돌을 하게 되면 평판의 표면과 노즐출구에서 팽창된 자유제트(Free jet)와의 상호 간섭으로 인해 매우 복잡한 유동 구조가 형성된다. 예를 들면, 수직평판에서 발생되는 판 충격파(Plate shock)는 경사평판에서는 Upper plate shock, Lower plate shock, Intermediate plate shock과 같이 여러 형태로 발생되어 평판에서의 압력분포에 있어 수직일 경우와 다소 다른 경향을 보여준다. 본 연구의 주요 목적은 평판의 경사각을 변화시킬 때 평판 표면에서의 복잡한 유동 현상을 이해하는데 있다.

• Proceedings of the Korean Fiber Society Conference
• /
• 2001.10a
• /
• pp.291-294
• /
• 2001

합섬직물의 경사줄 발생은 업계에서는 해결해야할 품질사고 중에서 가장 중요하며 경사줄 발생 불량만 해결하여도 품질사고의 90％이상은 해결 할 수 있는 중요한 직물 품질평가항목1)~3)이다. 이러한 합섬직물의 경사줄 발생은 공정에서 주어지는 장력과 열처리를 사가 받으면서 발생하게되며 발생할 수 있는 원인은 원사의 이상에서부터 각 공정에서의 원사물성에 따른 공정관리가 잘 못 될 때 발생의 소지가 많게 된다. (중략)