• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.8 no.3
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• pp.131-138
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• 2009

The purpose of this paper is the development of an agent-based pedestrian simulation model. The simulation model is based on the Cellular Automata theory. The model consists of four components: initialization, pedestrian generation, lateral movement, and front movement components. We have applied this model for experiment about pedestrian facility. In particular, we have experimented how the installation of fence is effective to resolve conflict pedestrian movements in different directions. We have found that the installation of the fence as a pedestrian facility can divide conflict moving pedestrians effectively. We have also found that the effect of the fence is bigger in slightly congested pedestrian flows than in severely congested pedestrian flows.

• Journal of Korea Water Resources Association
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• v.41 no.4
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• pp.395-404
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• 2008

It is important to understand the complex, various migration features of the alluvial channels for river engineering. In this study, the morphological changes and migration features of alluvial channels were investigated by analyzing the aerial photographs of active channels between 1972 and 2004 in Hapyeong Intake Station, Nakdong river. The lower channels were migrated from left bank to right bank and showed the features of braided channel in 2004. The instability of lower channels was increased due to the increased channel slope and width. The sinuosity of lower channels was decreased with time. As time increased, the increasing rate of lower channel and lateral migration rate were decreased. As a result of meso-scale regime analysis by using bankfull discharge, multiple row bars were developed, and suspended sediment load was governed in the flow as a sand bed channel.

• Magazine of the Korean Society of Agricultural Engineers
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• v.39 no.4
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• pp.90-97
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• 1997

Field inspections and laboratory tests for 31 agricultural reservoirs in Kyungki province were performed to provide basic data for maintenance and rehabilitation of agricultural reservoirs and to evaluate structural degradation of agricultural reservoirs Results of the study are as follows : 1) From survey's results of embankments, signs of settlement and lateral movement are appeared in 17 reservoirs. Crest settlement of 20~80cm, downstream settlement of 10~90cm, and 20~160cm lateral movement of embankments are detected from settlement and movement analysis of 17 reservoirs. Crest and downstream settlements and lateral movement are greatly occurred in 20 ~ 40 years after embankment construction. 2) About 39% of total reservoirs shows seepage problems occurred in the lower part of berm and retaining wall located between embankment and spillway. Probability of seepage problems is higher at retaining wall than others. 3) Concrete strength estimated by Schmidt hammer in structures of reservoirs is a range of 100~l50kgf/$cm^2$ and average deviation of concrete strength is about l0kgf/$cm^2$. Strength difference$({\delta}S)$ between compressive strength estimated by Schmidt hammer and uniaxial compressive strength of concrete core is about $\pm$100kgf/$cm^2$. This difference is due to absence or presence of reinforced bar in concrete core, variable length of concrete core and limitation of Schmidt hammer. 4) About 68% of total reservoirs shows leaching, 58% alkali-aggregate reaction and 71 % abrasion/frost. Leaching, alkali-aggregate reaction and abrasion/frost occurred in most reservoirs when passed 10 years after construction of structure parts.

• Proceedings of the Korean Geotechical Society Conference
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• 2010.09b
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• pp.152-160
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• 2010

In this study, cohesion of soft ground, soft ground depth and embankment height varying conditions, such as the impact of each condition after the calculation of the range, SCP was performed to evaluate the applicability of the method. Reinforcing effects of scope, and permit lateral movement of SCP 2D and 3D analysis of the program were calculated by the displacement ratio, the result follows. The height and depth of soft soil embankment with increasing and decreasing the cohesion tends to be affected were long range, SCP method applied by the finite element analysis Cu = 1.0tf/$m^2$, embankment height is 3.0m depth of soft soil can be applied in a less than 5.0m, and Cu = 3.0tf/$m^2$, embankment height, the soft soil depth is 3.0m 12.0m, Cu = 3.0tf/$m^2$, embankment height is 5.0m less than 7.0m depth of soft soil can be applied in was. And Cu = 5.0tf/$m^2$, embankment height is 3.0m below 15.0m depth rouge anti Floor, Cu = 3.0tf/$m^2$, embankment height of 5.0m 12.0m depth below the soft soil, Cu = 5.0tf/$m^2$, If the depth of soft soil embankment height of 7.0m and below 5.0m was applicable.

• Journal of the Korean Geographical Society
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• v.33 no.3
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• pp.355-364
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• 1998

Flume experiments are conducted to describe the channel morphology at a tributary junction and to examine the influence of channel arrangements and hydrologic conditions on the channel morphology. When flow momenta of two tributaries are equal, a receiving stream tends to align with an axis bisecting junction angle. It causes lateral migration of a receiving stream according to an initial channel arrangement. As a result, the post-fonfluent channel morphology varies with plan geometry of a confluence such as symmetry, transition and asymmetry. Bed scour is the most notable morphology within a junction site. Its shape is characterized by steep walls which are primarily influenced by junction angle. Key control of scour dimension is also junction angle. Although the principle of accordant junction has been undoubtedly accepted, discordance is commonly developed at model and natural stream confluences. Unit discharge ratio of confluent streams is the most crucial factor because both discharge and sediment concentration ratios have an effect on discordance at a junction.

• Journal of Oral Medicine and Pain
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• v.23 no.2
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• pp.101-108
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• 1998

본 연구는 두 가지 관점, 즉 다이오드레이저를 구강연조직에 접촉식으로 조사하여 조직을 절제할 경우 첫째 심부조직에서의 온도 상승 정도에 대한 분석 평가, 둘째 절제에 따른 조직의 열적 응고에 대한 조직학적 분석 평가를 위해 시도되었다. 연구를 위해 도축된 소의 혀 배면으로부터 5.0mm깊이에 T형 열전대(type T thermocouple)를 설치하고 조사조건에 따른 레이저절제 도주의 온도변화를 측정하고, 또한 해당조사부위의 조직을 대상으로 통법에 의한 H-E염색 후 조직학적 측면에서 열적 응고상을 검색하여 Nd:YAG레이저의 경우에서와 비교하였다. 즉 파장815nm의 다이오드레이저를 0-10W의 출력, 50Hz와 연속파의 주파수조건에서 접촉식으로 조사하였으며, 또한 파장1064nm의 Nd:YAG레이저를 0-10W의 출력, 50Hz와 100Hz의 주파수 조건에서 접촉식으로 조사하였다. 레이저의 접촉조사시 레이저광섬유 첨단부에서 10(10gm의 일정한 압력과 25mm/sec의 이동속도로 조직을 절제하였다. 레이저가 접촉조사된 조직부위를 통법에 의해 조직학적으로 H-E염색을 시행하였으며, 계측현미경을 이용하여 10배율 아래에서 조직절제의 폭과 깊이, 측방 및 하방 쪽으로 열적 응고의 폭을 계측하였다. 계측치에 대한 통계학적 처리결과 조직절제의 폭과 측방쪽으로 열적응고의 폭은 다이오드레이저에와 Nd:YAG레이저에서 같은 정도를 나타냈다. 조직절제의 깊이는 Nd:YAG레이저에서에 비해 다이오드레이저에서 더 깊었다. 하방쪽으로의 열적응고의 폭은 Nd:YAG레이저를 10Hz의 조건에서 조사한 경우에서 가장 넓었으며, 다이오드레이저를 50Hz와 연속파의 조건에서 조사한 경우에서 가장 좁았다. 레이저절제 도중 심부조직에서의 온도변화는 다이오드 레이저에서와 Nd:YAG레이저에서 모두 출력이 증가함에 따라 상승되었으며, 다이오드레이저에서 보다 Nd:YAG레이저에서 더 높이 상승되었다. 결론적으로 본 연구에서 시도된 조사조건 범위 이내에서는 구강연조직 절제시 다이오드레이저가 펄스형 광섬유 전달식 Nd:YAG레이저 보다 심부조직에서의 낮은 온도상승과 하방쪽으로의 좁은 열적 응고의 폭을 보이면서 우수한 조직절제효과를 나타냈다.

• Journal of Korea Water Resources Association
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• v.56 no.12
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• pp.895-903
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• 2023

This study investigates the impact of riparian vegetation in the floodplain on channel stability, changes in bend curvature, and meandering channel migration. In channels with riparian vegetation, over time, meander width remains relatively constant, but selective bank erosion leads to meander development and downstream movement. During this process, bank erosion and changes in the riverbed are not significant, and the channel maintains relatively constant conditions with reduced sediment discharge and minimal variability. As the density of vegetation increases, bank erosion rates decrease. The erosion rates along the riverbanks increase with the density of vegetation on the floodplain, thus affecting the development of meanders. This factor notably contributes to enhancing riverbank stability and influencing channel changes through floodplain vegetation. Bank erosion rates and dimensionless bend curvature are greatest when there is no riparian vegetation but decrease in conditions with vegetation. Furthermore, the relationship between lateral migration rate and dimensionless bend curvature is similar to that of bank erosion rates. Therefore, riparian vegetation enhances channel stability, influencing bank erosion, meander curvature, and meander migration.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 1995.04b
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• pp.153-156
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• 1995

본 논문은 gouging이 있는 free-formed parametric surface 모델로부터 간섭영역을 찾아 공구간섭을 검사하고 이를 제거하여 실시간으로 3축 NC가공을 할 수 있는 방법을 제안한다. 제안되는 방법은 parametri surface로부터 cartesian 경로를 따라 offset surface를 구하고 정의된 가공평면과의 교차곡선을 구하는 것에서 부터 시작한다. 교차곡선으로부터간섭 loop의 형성 여부를 검사함으로써 간섭영역을 찾을 수 있고 간섭을 제거하기 위해 간섭영역내의 모든 CC점이 공구 중심으로 부터 최소한 공구를 벗어나 위치하도록 공구를 공구의 측방향으로 이동시켰다. 이 논문은 free-formed surface의 gouging 부위에서 발생하는 공구간섭을 신속히 제거하고 CL data를 생성하여 실시간으로 3축 NC 가공을 하기 위한 하나의 접근이다.

• The korean journal of orthodontics
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• v.41 no.4
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• pp.237-254
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• 2011

Objective: The purpose of this study was to compare the displacement patterns shown by finite element analysis when the maxillary anterior segment was retracted from different orthodontic miniscrew positions and different lengths of lever arms in lingual continuous and segmented arch techniques. Methods: A three dimensional model was produced, the translation of teeth in both models was measured and individual displacement was calculated. Results: When traction was carried out from miniscrews in the palatal slope, lingual tipping of crowns and extrusion of the maxillary anterior segment were found in both continuous and segmented arches as the lever arms were made shorter. With miniscrews in the midpalatal suture area, the displacement patterns were similar to the palatal slope, but bodily movement of the upper incisors was observed in both continuous and segmented arches with the lever arm at 20 mm. When lever arms were longer, there was less extrusion of the incisors and more buccal displacement of the canines. Such displacement was shown less in the continuous arch than the segmented arch. The second premolar showed crown mesial tipping and intrusion, and the molars showed distal tipping in the continuous arch. The posterior segment was displaced three dimensionally in the segmented arch, but the amount of displacement was less than the continuous arch. Conclusions: It is recommended that lever arms of 20 mm in length be used for bodily movement of the anterior segment. Use of continuous or segmented arches affect the displacement patterns and induce differences in the amount of displacement.

• The korean journal of orthodontics
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• v.31 no.3 s.86
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• pp.311-323
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• 2001

One of the various mechanics used to treat unilateral Class II malocclusion is head gear with asymmetric face bow. We made the finite element models of unilateral Class II maxillary dental arch and power arm asymmetric face bow. We designed this experiment to observe stress distribution of periodontal ligament, reaction force, and displacement and to understand force system, so to predict the therapeutic effect. On the basis of computerized tomograph of maxillary dental arch of 25 years old male with normal occlusion without extraction and orthodontic treatment history, we made finite element models of maxillary dental arch and periodontal ligament. Then we modified that model to unilateral maxillary Class II malocclusion model of which maxillary left molar displaced mesially. Also, We made finite element model of asymmetric face bow of which right outer bow shorter than left by 25mm(RMO, Penta-FormTM/Medium size, 0.045 inch iner bow, 0.072 inch outer bow). After that, retraction force of 250g, 300b, 350g were applied to maxillary first molar. We concluded as follow. 1. The Net force that both maxillary first molars were received increased as the retraction force increased. Mesially positioned tooth received more force than normally positioned tooth. But, both tooth were received distal force, so distal movement occured. 2. Both tooth received buccal lateral force. In analysis of force element, as the retraction force were increased, force of X-axis at mesially positioned tooth decreased, and force of X-axis at normally positioned tooth increased. so lateral force component moved to the side received less force from more force. 3. There were rotation, tipping with distal movement in maxillary first molar. As retraction force were increased, rotation and tipping also increased. More tipping and rotation occured at the side received more force, that is, mesially positioned tooth. Though it Is small change, displacement of same pattern occur in normally positioned tooth