• Journal of Korean Society of Transportation
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• 제27권4호
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• pp.31-40
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• 2009

Some road charges toll to finance the cost or to manage traffic congestion. With a growth of PPI projects, toll roads would be increase continuously. Tolls have a considerable influence on user's route choice, and sometimes can affect to the departure time and even to mode choice. For modelling toll roads, user's WTP or VOT has an important role and it is general that VOT is equivalent to the wages of workers. The current way of modelling technique yields various toll price elasticity from low to high. When there exist few alternative routes, unrealistic result that all traffic assigned to some shortest path may occur. The toll price elasticity can be influenced by alternative route and congestion level, but some result shows nearly unrealistic patterns. The model to forecast more realistic toll road demand is very essential for estimating toll revenue, choice of optimal toll level & collecting location and establishing toll charge strategy. This paper reviewed some literatures about toll road modelling and tested case study about the assignment technique with different VOT. The case study shows that using different VOT yields more realistic result than the use of single VOT.

• Clinics in Shoulder and Elbow
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• 제10권2호
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• pp.190-198
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• 2007

Purpose: The current study reports the clinical results of total elbow arthroplasties (TEA) which were Performed on patients with poor clinical and radiological results after initial surgeries for elbow fractures or dislocations. Materials and Methods: The clinical outcomes of twelve consecutive patients who underwent TEA after failed surgeries for elbow fractures or dislocations from january, 1995 to December, 2005 were evaluated. The initial diagnoses were distal humeral fractures in 8 cases and fracture-dislocations in 4 cases. The Mean period from the initial operations to the TEAs was 12 months. The mean folloow up period after TEA was 43 months. Results: The mean range of motion, in terms of active extension, activeflexion, supination, and pronation, improved from $14.2^{\circ}$, $96.7^{\circ}$, $50.8^{\circ}$ and $53.3^{\circ}$ to $5.4^{\circ}$, $122.1^{\circ}$, $63.3^{\circ}$ and $67.5^{\circ}$, respectively (p<0.05). RAdiolucent lines were found in 3 cases, which were 1 case of type 3, and 2 cases of type 4. All three loosening cases underwent revision TEAs. The mean postoperative Mayo elvow performance score was 79 point. There were 6 cases of excellent, 2 cases of good, and 4 cases in poor. Conclusion: Good clinical results were obtained after TEA performed in failed surgeries for elbow fractures of dislocations.

• Journal of the Korean Association of Geographic Information Studies
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• 제15권4호
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• pp.78-89
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• 2012

The purpose of this study is to examine the possibility of crime prevention in consideration of urban physical environment by analyzing the spatial distribution characteristics and pattern using actual crime occurrence data of the case city. The crime data was rebuilt by transforming them into geographic information system to analyze the spatial aspect of crime occurrence. The findings are as follows: a change from 2008 to 2011 is indicated with similar trend. But the local movements of crime hot spots are found. Moreover crimes were happening along the roads in linear pattern rather than inside of blocks in commercial area. This indicates the importance of environmental improvement of roads and open spaces. In addition it was found that the crime occurrence in a dangerous district can be reduced and prevented through the physical environment design and urban planning. The findings will contribute to promoting fundamental crime prevention as the physical environmental improvement in a city and to building a safe community as its result.

• International Journal of Highway Engineering
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• 제7권2호
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• pp.1-12
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• 2005

This study was conducted to evaluate effect of geogrid and fabric, which are used underneath the overlaid asphalt pavement for retarding reflection cracking by simulated laboratory test. In this study, an interlayer at the interface between old concrete pavement surface and overlaid asphalt mixture, and polymer-modifier were used as an effort of retarding reflection crack initiation and for strengthening mixture. Five products were used in preparation of asphalt concrete beam specimen which was tack coated on top of jointed concrete block. Simulated Mode I and II fracture test were conducted under wheel loading and results were compared among those products. From the test results, several material and reinforcement combinations were observed to have a significant retardation effect against reflection cracking. The most effectively strengthened pavement against reflection cracking was found to be the LDPE-modifier asphalt mixture with a grid reinforcement at the bottom.

• Journal of Korean Tunnelling and Underground Space Association
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• 제18권3호
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• pp.283-290
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• 2016

Recent, the construction of the multi-purpose double-deck tunnel is required to solve the flood protection and congested area at urban city. The multi-purpose double-deck tunnel is desperately needed for the introduction of efficient utilization of underground space in addition to the main feature of road capabilities. A basic review was performed for site selection to consider the control capability and features of road tunnel at the same time, and the processable flow in accordance with tunnels cross section of double deck tunnel. Site Selection Criteria for multi-purpose use of the double-deck tunnel has been proposed through the site selection criteria by use of the tunnels review. Also the estimation processable flow was performed to review the versatility of double-deck tunnel due to design of tunnel cross-section. Site Selection of double-deck tunnel from this study can be seen the need for a complex consideration through a variety of analyzes.

• Journal of Korea Spatial Information System Society
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• 제9권1호
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• pp.79-90
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• 2007

In this paper we proposed and implemented an incident detection model which combines fuzzy algorithm and traffic pattern in order to enhance the efficiency of incident detection for the highways with lamps. Most of the existing algorithms dealt with highways without lamps and can not be used for detecting incidents in the highways with lamps. The data used for model building are traffic volume, occupancy, and speed data. They have been collected by a loop sensor at 5 minutes interval at a point in the Internal Circular Highway of Seoul for the period of 3 months. In this model, the three parameters collected by sensor were fuzzified and combined with the daily traffic pattern of the link. The test of efficiency of the propsed model was performed by comparing the result of proposed model with traditional APID algorithm and fuzzy algorithm without the pattern data respectively. The result showed significant amount of improvement in reducing the false incident detection rate by 18%.

• International Journal of Highway Engineering
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• 제14권3호
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• pp.121-130
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• 2012

This study develops the evaluation model which is for assessing on the side of users in expressway service areas. The direction of development on Evaluation Criteria is all about on the side of necessity of service area users, the reflection of current conditions, the construction of total evaluation criteria, and the examination of connecting study with current study. After that, this study examines previous evaluation criterias and researchers will select the primary provision of evaluation through FGI, and they derive the final evaluation criteria throughout the verification of suitability on Evaluation Criteria. Throughout AHP analysis which is a professional survey system of users, researchers derive on the side of facilities, on the side of operations, on the side of environments, and on the side of services in order by the weightings.

• Proceedings of the Korean Vacuum Society Conference
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• 한국진공학회 2000년도 제18회 학술발표회 논문개요집
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• pp.171-171
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• 2000

차세대 반도체 제조에서 Design rule 이 점점 더 shrink 됨에 따라 shallow junction 분석의 중요성이 강조되고 있다. 이러한 shallow junction에 대한 분석방법중의 하나인 SIMS 분석에 있어서 depth resolution을 향상시키는 것이 중요하며, 일차이온의 에너지를 낮추어 줌으로써 이러한 효과를 달성할 수 있다. 그러나 최근의 연구에 따르면 O2+를 이용한 low energy SIMS 분석 시에 non-zero incidence angle로 분석할 경우 surface roughness가 발생한다는 사실이 보고되었으며, surface roughness를 줄이고 분석 초기의 transient region을 줄이기 위한 방법으로 oxygen flooding을 사용하는 경우 특정 각도에서 surface roughness가 여전히 존재할 뿐 아니라 분석 초기영역에서의 sputter rate이 변화하는 문제가 있음이 보고된바 있다. 본 연구에서는 2keV O2+ 일차이온을 이용하여 oxygen flooding 하에서 기존 조건인 60도 incidence로 분석하는 방법의 문제점을 파악하고 incidence angle을 45도로 바꾸어 분석하는 방법을 검토하였다. 그 결과 기존의 분석조건에서는 분석도중 표면부근에서 sputter rate이 변화하고 surface roughness가 증가하는 것을 확인하였고, 그로 인하여 oxygen flooding을 하지 않은 경우와 많은 차이가 발생하는 것을 발견하였다. Incidence angle을 45도로 바꾼 결과 이러한 문제가 해결되는 것을 확인하였으며, 특히 GaAs $\delta$layer 분석을 통하여 이 분석조건이 기존의 분석조건에 비하여 획기적으로 향상되는 것을 확인 할 수 있었다. 또한 여러 가지 shallow junction 분석을 통하여 이 분석방법이 상당히 신뢰성이 있음을 알 수 있었다. 그러나 여전히 oxygen flooding을 하지 않은 경우에 비하여 다소간의 차이가 있는 것이 발견되었는데, 이는 주로 표면에 잔존하는 산화막에 의한 효과와 oxygen flooding에서 보다 더 depth resolution이 좋음으로 인하여 발생하는 것으로 추정되었으며 그 밖에 다른 가능성도 제기되었다. 따라서 이 방법은 표면 산화막이 거의 없는 시료에 대하여 적용한다면 oxygen flooding을 하지 않은 경웨 비하여 transient region이 거의 없고 junction depth를 보다 신뢰성 있게 측정할 수 잇는 장점이 있는 것으로 판단되었다. As, P의 저 에너지이온 주입시료에 대해 이 분석방법을 적용할 경우 C+s 분석법에 비하여 depth resolution을 비교적 쉽게 향상시킬 수 있었고, oxygen follding을 쓰지 않은 경우에 비해서는 검출한도를 약 100배 정도 향상시킬 수 있었다. 그러나 2.5keV Cs+ 분석법에 비하면 아직 depth resolution이 불충분하여 실제로 shallow As 분석에 적용하기에는 다소 문제점이 있었다.

• International Journal of Highway Engineering
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• 제7권3호
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• pp.11-21
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• 2005

To examine adequacy of existing multi-layer elastic analysis of layer interface conditions, this study compared outputs of finite element analysis and multi-layer elastic analysis as vertical load was applied to the surface of asphalt pavements. Structural pavement analysis considering influence of a horizontal load was also carried out in order to simulate passing vehicle loads under various interface conditions using ABAQUS, a three dimensional finite element program. Pavement performance depending on interface conditions was quantitatively evaluated and fundamental study of layer interface effect was performed in this study. As results of the study, if only vertical load is applied, subdivision of either fully bonded or fully unbonded is enough to indicate interface condition. On the other hand, when horizontal load is applied with vertical load, pavement behavior and performance are greatly changed with respect to layer interface condition.

• International Journal of Highway Engineering
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• 제10권3호
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• pp.129-138
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• 2008

The finite element method(FEM) was one of tools used to solve problem of previous Concrete Pavement and was applied to Korea Pavement Research Program Study. This study used the ABAQUS and the fortran analysis program to calculate the critical stress on jointed concrete pavement and compared and analyzed the results by using neural networks and linear regression model. In that case, which are not enough analysises by using FEM programs though many input variables, when the results of FEM with NN and linear regression models are compared, there are some differences. The other cases, which are reduced input variables and a lot of analysises each of them, results of Neural Networks(NN) and linear regression models are simulated to them of FEM. But, the result of NN is more exact than them of linear regression at the (0,0), (1,1). On the results of this study, it is suggested that the calculation of stress using NN is more compatible to Korea Pavement Research Program Study.