• Proceedings of the Korea Information Processing Society Conference
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• 2007.11a
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• pp.1073-1076
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• 2007

HMIPv6 (Hierarchical Mobile IPv6)는 MAP (Mobility Anchor Point)을 이용하여 이동노드를 효율적으로 관리하는 방안을 제시하였다. MAP 에 걸리는 부하는 HMIPv6 로 구성된 네트워크에 진입한 이동노드가 어느 MAP 을 선정하느냐에 따라 달라진다. MAP 을 선정하는 방법으로 이동노드의 이동속도나 MAP 과 이동노드의 거리를 고려하여 선택하는 방법 등이 연구되었다. 하지만 이들은 각각 이동속도 측정을 위한 추가적인 비용이 발생하거나 특정 MAP 에 몰리는 현상을 효과적으로 해결하지 못하는 문제점이 있다. 본 논문은 HMIPv6 로 구성된 네트워크에서 네트워크 관리지역의 중앙부분을 지나는 이동노드가 바깥부분을 지나는 이동노드보다 해당 네트워크에 오래 머무른다는 사실에 착안하여 지역정보 기반의 MAP 선정기법을 제안한다. 제안하는 기법은 우선 네트워크 관리지역 내에 분포된 MAP 들을 지역정보에 기반하여 계층적으로 구성한다. 그 다음, 중앙부분을 지나는 이동노드에게 보다 넓은 지역을 담당하는 높은 레벨의 MAP 을 선정하고 바깥부분을 지나는 이동노드에게 보다 좁은 지역을 담당하는 낮은 레벨의 MAP 을 선정한다. 이로써 전체적으로 발생하는 바인딩 업데이트 비용을 줄이고 MAP 의 로드밸런싱 효과를 얻는다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.11 no.12
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• pp.5207-5215
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• 2010

Selecting proper location for complex facility with special purpose need comprehensive consideration on the condition and surrounding environment. Especially, in case of living space for human, lighting, ventilation, efficiency in land use, etc. are important elements. Diverse 3D analysis through 3D topography modeling and virtual simulation is necessary for this. Now, it can be processed with relatively inexpensive cost since high resolution satellite image essential in topography modeling is provided with domestic technology through Arirang No. 2 satellite (KOMPSAT2). In this study, several candidate sites is selected for complex planning with special purpose and analysis on proper location was performed using the 3D topography modeling and land information. For this, land analysis, land price calculation, slope analysis and aspect analysis have been carried out. As a result of arranging the evaluation index for each candidate site and attempting the quantitative evaluation, proper location could be selected efficiently and reasonably.

• Journal of Korean Society of Transportation
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• v.18 no.3
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• pp.101-112
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• 2000

The Purpose of this Paper was to revise the method of USHCM and to establish new method for level of service analysis on two-lane rural highways. For this Purpose, total delay rate was selected as new MOE for level of service, replacing the present Percent time delay. This result showed that total delay rate was more effective for considering the effects of traffic flows, auxiliary lane, and vertical tirade. The application of total delay rate could resolve the Problems in the USHCM method, such as too wide ranges for level of service D and E, and the use of different Procedures for level of service analysis of general terrain segment and specific grade Procedures. The research results are as follows First, a new method for level of service analysis on two-lane rural highways was developed using the total delay rate. Second, a new classification for level of service was developed and a consistent method applicable for general terrain segment and specific tirade Procedures was developed. Third, the desired speed on two-lane rural highways was determined as 85km/h.

• Journal of the Korean GEO-environmental Society
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• v.9 no.7
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• pp.25-35
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• 2008

In domestic cases, the standard support pattern of 2-lanes road tunnels is presented because construction experience and high degree various data was abundant. But, it is not desirable to apply standard for 2-Arch tunnels that the precedent and measuring data is insufficient existing support pattern blasting plan and interpretation of separate way concerning specific terrain and rock quality. In this study, behavior according to load distribution ratio and Unsymmetrical Pressure about standard support pattern which is applied in design and construction of 2-arch tunnels was analysed and the examination of blasting vibration has influence on the center wall is conducted as a consequence reasonableness of support whether or not with presumed support pressure and ground reaction curve method. In result appropriateness of standard support pattern, support quantity is proper but considers specific terrain and rock quality condition when design and construction of further step 2-arch tunnel standard support pattern must be decided by considering terrains, soil properties and construction condition of the objective tunnel.

• Journal of Korea Society of Industrial Information Systems
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• v.16 no.2
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• pp.73-83
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• 2011

In the manufacturing system, production-planning is very important in effective management for expensive production facilities and machineries. To enhance efficiency of Manufacturing Execution System(MES), a manufacturing system that reduces the difference between planning and execution, certain production-planning needs a dispatching rule that is properly designed for characteristic of work information and there should be a appropriate selection for the rule as well. Therefore, in this paper dispatching rule will be selected by several simulations based on characteristics of work information derived from process planning data. By constructing information that are from simulation into ontology, one of the knowledge-based-reasoning, production planning platform based on the selection of dispatching rule will be demonstrated. The platform has strength in its wider usage that is not limited to where it is applied. To demonstrate the platform, RacerPro and Prot$\acute{e}$g$\acute{e}$ are used in parts of ontology reasoning, and JAVA and FlexChart were applied for production-planning simulation.

• Korean Journal of Construction Engineering and Management
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• v.13 no.1
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• pp.77-86
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• 2012

Progress measurement provides project participants with valuable information in terms of 'current status', 'corrective countermeasure', and 'forecast of future risks'. However, the managerial effort (or workload) required to acquire and maintain detailed progress data has been the major barrier to practical implementation. Even though recent efforts in utilizing data acquisition technologies (DATs) have actively attempted to automate the progress measurement process, previous DAT research has only been focused on limited construction tasks or selected technologies. This paper proposes a DAT selection algorithm that automatically assign an appropriate DAT for every commodity item for an entire constriction project. Five different criteria were identified and developed in order to comprehend specific requirements for automating the progress measurement of each commodity group. A case-study and also a survey from practitioners were conducted in order to validate the proposed methodology.

• Proceedings of the Korea Contents Association Conference
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• 2008.05a
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• pp.436-440
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• 2008

Complete consideration on condition and surrounding environment shall be performed to select proper location for complex planning or establishment of facility with special purpose. Especially, in case of living space for human, lighting, ventilation, efficiency in land use, etc. are important elements. Diverse 3D analysis through 3D topography modeling and virtual simulation is necessary for this. Now, it can be processed with relatively inexpensive cost since high resolution satellite image essential in topography modeling is provided with domestic technology through Arirang No. 2 satellite (KOMPSAT2). In this study, several candidate sites is selected for complex planning with special purpose and analysis on proper location was performed using the 3D topography modeling and land information. For this, land analysis, land price calculation, slope analysis and aspect analysis have been carried out. As a result of arranging the evaluation index for each candidate site and attempting the quantitative evaluation, proper location could be selected efficiently and reasonably.

• Proceedings of the Korean Vacuum Society Conference
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• 1999.07a
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• pp.41-41
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• 1999

핵융합 장치의 플라즈마 운행동안 토카막 내벽에 도달하는 온도는 최저 $600^{\circ}C$ 이상이다. 또한 플라즈마 자체와 사용자(User)들의 시료로부터 방출되는 입자들에 의한 내벽 충격(damage)은 장기간의 안정적인 운행 및 연구에 심각한 영향을 미친다. 이러한 이유로 토카막 제작시 내벽 보호재의 선정은 매우 높은 비중을 차지한다. Graphite는 높은 융점과 가공의 용이성으로 토카막 내벽의 보호재로 선호되는 물질이다. 그러나 토카막 용기(vessel)에 사용되는 스테인레스 스틸(AISI 316LN)보다 약 50배 이상의 기체 방출율(outgassing rate)을 가진다. 그러므로 장착 이전의 초기 청정화 과정이 매우 중요하며, 특히 400m2의 약 2톤(2000kg)의 graphite가 사용되므로 대량 처리를 할 수 있는 방법의 선정도 함께 개발되어야 한다. 본 연구팀에서는 처음 10개 회사의 시제품을 검토한 후, 최종 2개 회사의 4가지 종류의 시료를 선정하였다. 선정된 시료는 Union Carbide의 ATJ와 Toyo Tanso의 IG-110, IG-43, Ig-430이다. 시료는 비절삭유(oil-free) 가공에 의해 80$\times$2$\times$3 (mm)의 크기로 제작되었고 에탄올과 메탄올 용액에서 초음파 세척되었다. 건조된 시료는 TDS(Thermal Desorption Spectroscopy) 장치에 장착되어 세 단계의 실험을 하였다. 처음은 승온(상온 ~100$0^{\circ}C$)에 의한 방출 기체의 성분 분석, 두 번째는 장기간 (2주) 대기 노출 후 주요 방출 기체의 온도에 따른 변화, 마지막으로는 특정 기체에서의 장기간 보관후, 주요 방출 기체의 온도에 따른 변화를 조사하였다. 다음 그림 1은 본 연구에서 사용된 TDS 장치의 개략도이고 그림 2는 TDS 장치에 장착 직 후와 대기 중 노출된 시료들의 온도증가에 따른 총 압력의 변화이다.

• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.437-437
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• 2018

본 연구는 댐 후보지에 대한 우선순위 분석이 결측 정보에 따라 다기준 의사결정 방법 및 결측정보 접근방법에 따라 어떻게 달라지는지를 조사하였다. 전략환경평가(Strategic Environmental Assessment, SEA)는 한국의 댐 건설 장기 계획에서 환경 및 생태학적 영향을 기반으로 한 지속가능한 댐 후보지 선정에 적용되고 있다. 그러나 특정 정보가 결측된 경우 SEA는 댐 후보지를 선정하는 데 어려움이 있다. 본 연구에서는 다기준 의사결정 방법으로 AHP, ELECTRE III, PROMETHEE II, Compromise Programming을 적용하였고, 결측 정보 보완을 위해 이항분포와 균등분포형을 사용하였다. 본 연구에서는 전국의 댐 선정 후보지에 적용하여 다중 기준 의사 결정기법과 정보 생성 방법에 의존하여 결과를 비교하였다. 그 결과, 이항분포형을 적용한 결과가 균등분포형을 적용한 결과보다 보다 명백한 우선순위를 보여 주었다. 또한, 다기준 의사결정방법에 따라서는 댐선정 후보지 결과가 달라지지 않는 것으로 나타났다. 따라서, 다기준 의사결정방법 적용시, 결측 정보를 생성하기 위해 이항분포를 사용하면 균등분포 적용시보다 우선순위를 제공하는데 더 효과적이라고 판단된다.

• Journal of Navigation and Port Research
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• v.27 no.4
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• pp.479-484
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• 2003

In the case of the feeder bus route choice, it is more desirable to choose the route by treating as a single route linked from origin to destination than the whole network. This study is to establish a concept that frames the feeder bus route choice technique for the change of the existing single bus route or the creation of the new feeder bus route. The concept of the feeder bus route choice technique in this study is not to frame the whole bus network but to frame a single route to a unit O-D pair. So, this study has the assumption that does not consider the waiting and transfer time at the bus stop. This system technique consists of the following phases: I) limitation of the road network examined for the study, ii) enumeration of the appropriate candidate routes by the permissive route length, and iii) determination of the optimum bus route by the route evaluation value.