• Journal of Digital Convergence
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• v.2 no.2
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• pp.119-131
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• 2004

본 연구의 목적은 한국에서 시도된 국가지리정보체계(NGIS)구축의 1단계사업에 대한 정책적인 측면에서 해외의 NGIS와 비교하여 2, 3단계 사업의 성공화를 도출하는데 있다. 본 연구의 첫 장에서는 Masser(1999)에 의한 세계 NGIS 추진 10개국의 정책과 핵심분야를 한국의 NGIS와 비교 분석하여 장단점을 제시하였다. 2장에서는 한국의 NGIS정책에 대하여 구체적으로 분석하여 3장에서 한국 NGIS의 핵심5대 분야와 연계한 결과 및 평가의 구체성과 4장에서 한국의 미래 NGIS의 방향을 동시에 제시하였다. 세계적으로 90년대 후반에 시작된 국가지리정보체계의 구축사업 중에서 11개국에 대한 선행정책연구 분석에서 볼 때 한국이 포함된 7개 국가에서 정부주도형의 하향식(Top-down)형식으로 수행하였으며, 3개 국가는 기존 수행체계를 발전시킨 상향식(Bottom-up) 형식이었고 나머지 한 국가는 절충형의 후발주자에 속하여, 한국의 NGIS 1단계사업은 국가주도형의 정책이 주종을 이루는 하향식 정책의 국책사업으로 밝혀졌다. 한국의 1단계 NGIS사업의 정책과 분야는 1995년부터 정부주도 정책에 따라서 2억 $(중앙정부: 64%, 지방정부: 36%)의 예산으로 2000년까지 11개 중앙부처가 참여하고 5개 분과위원회(총괄분과, 지리정보분과, 토지정보분과, 기술개발분과, 표준화분과)에서 10개 사업(지형도전산화사업, 주제도 전산화사업, 지적도전산화사업, 지하시설물도전산화사업, 지하시설물 관리체계개발시범사업, 공공GIS활용체계개발사업, GIS기술개발, GIS전문인력육성, GIS표준화사업, 국가GIS지원연구사업)을 수행한 대규모 국책연구개발사업이었다. 따라서 한국의 미래 NGIS 정책방향은 국가공간정보기반조성을 통한 디지털국토구축으로 국가 Agenda인 'u코리아'를 실현시키고 선진형 대민서비스를 제공하는 것으로 정해질 것이다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.5
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• pp.2567-2572
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• 2014

In the present study, we aimed to obtain multi jig that PCB sheet with several PCB component can cut in a short time as to the Separation of PCB component. PCB supporter designed safely at the base frame and each model can be separable. it completed the neodium magnet for the fixing of the upper part laser transmission hole of the both. One of the development, the cutting working with one base frame which PCB component of various standard, fixing of module and bridge connected to PCB component could be possible. and it reduced the inconvenience which has to replace the base frame and PCB sheet fixed member. It compared to other press up about 70% of accuracy and a reduction in investment cost was about 400%.

• Journal of Navigation and Port Research
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• v.36 no.1
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• pp.9-14
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• 2012

Maritime security incidents by pirates and by terrorists increase, but maritime incidents investigation models are limited to figure out the maritime security incidents. This paper provides the analysis model for maritime security incidents. To develop this analysis model, this categorizes five threat factors, the ship, the cargo type, port system, human factor, information flow system, makes the risk assessment matrix to quantify the risk related to threat factors and classifies four priority categories of risk assessment matrix. Also, this model makes from the frameworks which include a variety of security initiatives implementing in stakeholder levels like international organizations, individual governments, shipping companies, and the ship. Therefore, this paper develops the Analysis for Maritime Security Management model based on various security initiatives responding to the stakeholder levels of maritime security management and top-bottom/bottom-up decision trees, and shows the validity through verifying the real maritime security incident of M/V Petro Ranger.

• Journal of the Economic Geographical Society of Korea
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• v.12 no.1
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• pp.38-55
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• 2009

Recently, attention has been drawn to the issue of local community revitalization. In the U.S., CDC(Community Development Corporation) has become a main vehicle for revitalizing dilapidated inner-city communities. Using the case of Philadelphia in the U.S., this paper investigates the way in which local community revitalization or downtown revitalization can be successfully achieved through the formation of social capital and public-private partnership. Futhermore, exploring the cases of West Philadelphia CDC and University City, this paper seeks to provide insight into the dynamics of successful community development. In order to examine the dynamics, this paper focuses on local governance in terms of both the reciprocal partnerships and the close networking among participating agents. The implications of the case studies of this research for the Korean context would be that the bottom-up approach starting from the local-scale community revitalization and local governance is very crucial and indispensable for the sustainable regional or national development.

• Science of Emotion and Sensibility
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• v.6 no.1
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• pp.55-62
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• 2003

This study was an exploratory approach to the cognitive model of textile designers on the stage of motif development in textile design process. Prior to the main research, several previous studies adopting methods of video/audio protocol analysis were reviewed. On the basis of the review, the categories of design action were derived as an analysis frame by application of top-down access method, meanwhile the sub-groups of each category of design action were identified through a bottom-up access method. To summarize the research result, total three categories of textile design action appeared based on the theory of ‘Human processor’ model : ‘motor action’, ‘perceptual action’ and 'cognitive action'. In next, a new coding scheme suitably explaining these three categories of fertile design action was developed. Finally, a cognitive model of textile designer on the stage of motif development, employing the new coding scheme, was suggested in this study.

• 한국전산유체공학회:학술대회논문집
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• 2008.03b
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• pp.292-295
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• 2008

In a SCWR (SuperCritical pressure Water cooled Reactor), the coolant temperature initially at below the pseudo-critical temperature at the bottom of a reactor core increases as the coolant flows upward through the sub-channels of the fuel assemblies, and it finally becomes higher than the pseudo-critical temperature when it leaves the reactor core. At certain conditions, heat transfer deterioration occurs near the pseudo-critical temperature and it may cause a drastic rise of the fuel surface temperature resulting a fuel failure. Therefore, an accurate estimation of the heat transfer coefficient is very important for the thermal-hydraulic design of a reactor core. An experiment on heat transfer to the vertically upward flowing $CO_2$ at a supercritical pressure in a circular tube were performed at KAERI. The internal diameter of the test section is 6.32 mm, which corresponds to the hydraulic diameter of a sub-channel in the conceptional design proposed by KAERI. The test range of the mass flux is 285 to 1200 kg/m$^2$s and the maximum heat flux is 170 kW/m$^2$. The inlet pressure is maintained at 8.12 MPa, which is 1.1 times the critical pressure. A new correlation, which covers both the normal and deterioration heat transfer regimes was proposed and compared with the estimations by exiting correlations.

• Korean Journal of Cognitive Science
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• v.10 no.3
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• pp.1.2-1.2
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• 1999

시각적 선택에 대한 과거 정신물리학적, 신경 생리학적 연구결과를 토대로 Feature Gate 라는 신경 망 모형을 제안하였다. 이 모형에는 공간 배치도가 위계 적으로 구성되어 있으며, 정보의 흐름이 위계의 각 수준으로부터 그 다음 수준으로 넘어갈 때 주의 게이트에 의해 조절되도록 되어 있다. 주의 게이트들은 독특한 세부 특징을 가진 위치에 반응하는 상향식 시스템과 표적 세부 특징이 있는 위치에 반응하는 하향식 기제 모두에 의해 조절된다. 본 연구는 Feature Gate 모형의 하향식 기제에 초점을 맞추어 모형을 설명하고, 현재 다른 모형들이 설명하지 못하는 Moran & Desimone(1985)의 연구결과를 이 모형이 어떻게 설명하는지를 제시하고자 한다. Feature Gate 모형은 병렬 적인 세부특징 검색, 계열 적 접합표적 검색, 단서에 의한 주의의 점진적 감소 모형, 세부특징-주도적인 공간적 선택, 주의의 분할, 방해자극 위치의 억제, 주변 억제 등을 포함한 시각적 주의 연구의 여러 가지 많은 현상들을 설명하는데 하나의 일관적인 해석을 제공해 준다. 앞으로 이 모형을 더욱 확장, 발전 시켜 세부특징의 조합된 배열에 반응하는 상위 수준의 유닛을 사용한다면 시각적 선택과정이 포함된 형태 재인 모형으로 개발될 수 있다.

• Journal of Korean Society of Transportation
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• v.17 no.1
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• pp.19-28
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• 1999

This study deals with developing Critical GaP Model and Merge Probability Model which describe traffic patterns in the microscopic view, for the Purpose of suggesting a proper design criteria within the climbing lane section. Minimum tolerance speeds at the end of the climbing lane are calculated 60km/hr for 2-lane freeway, and 75km/hr for 4-lane freeway. In case of 2-lane freeway, the result is same as existing design criteria. and a new value is 15km/hr higher than existing design criteria for 4-lane freeway. In addition, auxiliary length at the end of the climbing lane is needed about 200m for 4-lane freeway to adjust high minimum tolerance speed. Therefore we propose to increase minimum tolerance speed for 4-lane freeway.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.21 no.6
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• pp.317-324
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• 2020

In this study, a simplified equation for settlement evaluation suitable for the special conditions of a counter facility is suggested. Recently, counter facilities, especially breakwaters, are constructed on soft ground in distant seas as new-port development projects. A counter facility that resists the external forces by self-weight settles easily when constructed on soft ground. Settlement in a counter facility and breakwater is not an important factor for maintenance than a land facility. On the other hand, the current settlement evaluation criteria are excessive for conducting a safety inspection. A settlement evaluation from a safety inspection followed by "Detailed Guidelines for a safety inspection on a counter facility" is used. A simplified equation was proposed to calculate the maximum settlement by applying the allowable residual settlement or settlement stability evaluation results. The suitability of the simplified equation was assessed compared to the assessed rating from the settlement survey results. The proposed simplified equation showed that the settlement evaluation rating had been upgraded. The proposed simplified equation is expected to be used to evaluate the practical structural stability and functional performance.

• Journal of the Korea Concrete Institute
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• v.19 no.3
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• pp.323-331
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• 2007

The development length equations of the GFRP rebars are suggested based on the pullout tests performed in this study. A total of 48 pullout and modified pullout tests were completed. Test variables included embedment length (L=10, 15, 20, and $30d_b$), vertical and horizontal installation of the rebars, height of the rebars (H=100 and 300 mm), and cover thickness $(C=2{\sim}5d_b)$. D13 GFRP rebars domestically developed were used in the experimental program. The average of the bond strength of all vertically installed GFRP rebars was 6.39 MPa with a 5% fractile of 4.63 MPa. A basic development length equation was derived that resulted in an equation equivalent to the one proposed in the ACI 440.1R-03. Careful reevaluation of the bond strength using the modified pullout test indicated that a modification of the design equation was necessary so that the basic development length increases by 11%. The top bar effect of the horizontally installed rebars as well as the effect of the cover thickness were determined and included in the set of suggested equations. Since the current equations were derived from testing rebars embedded in relatively low strength concrete $(f_{ck}=20{\sim}24MPa)$, they result in conservative development lengths when applied to bars embedded in higher strength concretes.