• Journal of the Korean Society of Marine Environment & Safety
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• v.9 no.1
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• pp.79-87
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• 2003

To improve the educational system of Korea Maritime Police Agency(KMPA), the authors investigate and evaluate the present course and curricula in details comparing with the systems of US Coast Guard and Japanese Coast Guard As a result, it is suggested that KMPA try to recruit good-quality officers through the diverse route, develop the future-oriented educational, system, adjust the course and curricula to meet KMPA's role and mission for 21st century. Besides, it requires that KMPA establishes its own institute to carry out the recruit training and re-freshening courses for both the officers and enlisted person.

• KDI Journal of Economic Policy
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• v.17 no.4
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• pp.143-217
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• 1995

거시모형(巨視模型)을 통하여 과거 우리나라의 고성장(高成長)을 이해하고 주요(主要) 정책변수(政策變數)와 외생변수(外生變數)가 경제에 미치는 영향을 파악하기 위해서는 중장기적으로 안정적이고 신뢰할 수 있는 거시모형(巨視模型)이 작성되어야 한다. 그러나 단순히 과거의 적합도(適合度)를 향상시키거나 단기(短期)시뮬레이션의 결과만을 토대로 작성된 거시모형은 중장기적인 안정성(安定性) 내지는 신뢰성(信賴性)을 확보하지 못할 수도 있다. 본고(本稿)에서는 거사모형의 작성에 있어서도 구조적(構造的) VAR모형(模型)에서처럼 모형의 중장기 특성을 파악하는 것이 중요함을 지적하였다. 구조적 VAR모형에서는 대부분의 이론이 수용할 수 있는 "수요충격(需要衝擊)은 장기에 실질성장에 영향을 미치지 않는다"는 최소한의 가정(假定)이 모형(模型)에 처음부터 직접적(直接的)으로 내재(內在)되도록 하고 있으나, 본고에서는 거시전망모형(巨視展望模型)의 작성을 위하여 중장기적(中長期的)인 시뮬레이션을 통하여 간접적(間接的)으로 위의 가정(假定)을 확인하는 방법을 택하였다. 이에 추가하여 중장기 전망을 시도했을 때 다른 나라의 경험과 크게 배치되는 결과가 나온 경우에는 모형을 수정하는 것이 필요함을 투자(投資) 및 소비식(消費式)의 예(例)를 들어서 논의하였다. 본고(本稿)의 공헌은, 중장기적으로 안정적이고 신뢰할 수 있는 거시전망모형(巨視展望模型)의 작성에 있어서 중장기시뮬레이션과 중장기전망의 결과가 모형작성자의 선험적(先驗的) 기대(期待)에 수렴될 때까지 모형의 수정을 해나가는 반복과정을 전망모형(展望模型) 작성에 있어 하나의 방법론(方法論)으로 제시한 데 있다.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.803-803
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• 2012

최근 선진국에서는 지역사회의 지역특성, 대비능력 등을 토대로 맞춤형 재난 대비책을 마련하여 시행하고 있다. 이는 중앙정부의 한정된 자원을 효율적으로 배분하고, 지방정부는 지역의 취약성을 파악하여 구체적 적응정책의 방향성 제시를 가능하게 한다. 우리나라 역시 재해위험에 대한 각 지역의 방재능력을 여러 가지 방법으로 진단하고 있으나 대부분 지역의 인구, 재정력, 시설, 인력, 자원 확보 및 계획 등 정량적 정보만을 종합하여 위험도를 진단하고 있어 재해위험에 대한 지역민과 지역사회가 느끼는 취약성을 제대로 반영하지 못하고 있는 실정이다. 이에 본 연구에서는 홍수 취약성 개념 틀을 정의하고 지역사회를 기반으로 취약성을 평가할 수 있는 홍수피해저감지수(Flood Disaster Risk Reduction Index, FDRRI)를 개발하였다. FDRRI는 지형적 기상적 요인을 고려한 홍수노출지표, 사회적요인과 과거피해 요인을 고려한 민감도지표, 지역안전도 피해저감능력지수를 고려한 피해저감능력지표, 지역민의 대비능력을 나타내는 지역사회대비능력 지표를 결합하여 평가된다. 특히, 지역사회대비능력지표는 지역민 설문조사를 통해 지역민의 역량을 정량화한 것으로 본 연구에서 처음으로 도입한 것이다. FDRRI의 적용성 검토를 위해 지형적 특성, 홍수피해정도 등을 고려하여 낙동강 유역의 경북 봉화, 김천, 경남 고성, 김해를 시범지역으로 선정하고 FDRRI를 산정하였으며 타당성을 검증하였다. FDRRI는 홍수위험에 대한 지역의 저감능력을 잘 반영하고 있으며, 지역별 맞춤형 저감대책 및 지역사회가 참여한 지속가능한 재난관리 정책 수립 등에 활용될 수 있을 것으로 기대된다.

• Proceedings of the Korean Society of Computer Information Conference
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• 2022.01a
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• pp.73-76
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• 2022

본 논문에서는 메타버스 공간에서 패션 아이템 판매에 있어서 필수적이라 할 수 있는 온라인 가상 피팅 기술을 동작 인식 전용 디바이스가 아닌 일반 스마트폰 카메라를 활용하여 구현하는 기술을 제안한다. 가상 피팅 기술을 구현하기 위해서는 딥러닝 기법을 활용하여 입력 영상을 분석하고, 분석 결과를 토대로 인체의 전체 자세를 추정하며, 인체 사이즈의 근사값을 추출하는 과정들이 수행되어야 하는데, 현재의 스마트폰 컴퓨팅 환경은 이를 수행하기에 충분한 연산 성능을 가지지 못한다는 문제점을 가진다. 본 논문에서는 높은 비용이 요구되는 고부하 연산을 클라우드 서버를 통해 수행하는 서버 기반 프레임워크를 도입하여, 낮은 성능의 스마트폰으로도 고성능 연산이 가능한 서비스 구조를 확보하고 이를 통해 휴대성 높은 증강현실 기반의 가상 피팅 기술을 구현한다. 본 논문의 성과를 통해 메타버스 상거래의 활성화와 메타버스 본연의 의미에 충실한 가상 월드 구축에 기여할 것이라 기대한다.

• Journal of the Korea Concrete Institute
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• v.25 no.3
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• pp.347-354
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• 2013

Recently, crushed fine aggregates are being widely used due to the shortage of natural sand. In Korea, the amount of fine particles under 0.08 mm contained in crushed fine aggregates is restricted to be less than 7%, which is similar to the regulations of ASTM but is still very strict compared to the regulations of the other nations. In addition, the crushed aggregates already have in them about 20% of fine particles under 0.08 mm which occurs while they are crushed. The fine particles are not easy to wash out, and also to maximize the use of resources it is deemed necessary to review the possibility of enhancing the limit of the amount of fine particles. Therefore, this study conducted experiments to analyze the characteristics of fine particles under 0.08mm and their influence on the properties of concrete. Experiments using silt and cohesive soil were also done for comparison. In the experiments on fine particles, the methylene blue value was more in the soil dust contained in silt and cohesive soil than in the stone powder contained in crushed fine aggregates. Also, the methylene blue value had a close correlation with packing density and liquid & plastic limit. In the experiments done with concrete, the quantity of high range water reducing agent demanded to obtain the same slump increased as the fine particle substitution rate heightened. However, in the experiment which used stone powder testing the compressive strength and tensile strength of concrete in the same water-cement ratio, there was little change in strength with less than 20% addition of fine particles among the fine aggregates, and no meaningful difference in the amount of drying shrinkage of concrete.

• Journal of Korean Tunnelling and Underground Space Association
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• v.22 no.3
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• pp.277-291
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• 2020

Shield TBM is a tunnelling method that has a wider range of applications in the poor ground condition compared to conventional tunnels (Drill and Blast). Currently, a 13.3 m large-diameter slurry shield TBM is preparing for construction to pass under the Han River. Shield TBM is divided into slurry and EPB shield TBM, and management items during construction are different depending on each characteristic. In this paper, the equipment type, origin, application case and trouble case were analyzed for slurry shield TBM, which is mainly constructed in soft ground. In addition, 2D and 3D model tests were conducted on the condition of soil depth for the possibility of slurry leakage into front of the equipment, with appropriate chamber pressure. Based on this paper, it proposed to provide basic and reference data for proper excavation surface pressure and chamber pressure during construction of slurry shield TBM under soft ground conditions, and proposed measures to minimize stability and environmental decline due to slurry ejection.

• Korean Journal of Soil Science and Fertilizer
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• v.38 no.2
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• pp.59-65
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• 2005

This study was performed to estimate the soil loss on a national scale and grade regions with the potential risk of soil erosion. Universal soil loss equation (USLE) for rainfall and runoff erosivity factors (R), cover management factors (C) and support practice factors (P) and revised USLE for soil erodibility factors (K) and topographic factors (LS) were used. To estimate the soil loss, the whole nation was divided into 21,337 groups according to city county, soil phase and land use type. The R factors were high in the southern coast of Gyeongnam and Jeonnam and part of the western coast of Gyeonggi and low in the inland and eastern coast of Gyeongbuk. The K factors were higher in the regions located on the lower streams of rivers and the plain lands of the western coast of Chungnam and Jeonbuk. The average slope of upland areas in Pyeongchang-gun was the steepest of 30.1%. The foot-slope areas from the Taebaek Mountains to the Sobaek Mountains had steep uplands. Total soil loss of Korea was estimated as $50{\times}10^6Mg$ in 2004. The potential risk of soil erosion in upland was the severest in Gyeongnam and the amount of soil erosion was the greatest in Jeonnam. The regions in which annual soil loss was estimated over $50Mg\;ha^{-1}$ were graded as "the very severe" and their acreage was $168{\times}10^3ha$ in 2004. The soil erosion maps of city/county of Korea were made based on digital soil maps with 1:25,000 scale.

• Journal of the Korean GEO-environmental Society
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• v.8 no.5
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• pp.39-46
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• 2007

In this study, the centrifuge tests were performed to investigate the lateral flow behavior and stability of the ground improved by SCP. The centrifuge tests were fulfilled in the case of the back of abutment filled by EPS (case 1) and soil (case 2), and the potentiometer was installed on the abutment and embankment to measure the vertical and horizontal displacement at the top of abutment. As a result, the vertical displacement measured at the back of abutment was maximum 2.1 m, which was about 12% if compared with the height of embankment. In the case of the back of abutment filled by soil, the vertical and horizontal displacement measured at the top of abutment was 10 cm and 1.1 m, respectively, which exceeded the allowable horizontal displacement. On the other hand, in the case of the back of abutment filled by EPS, the vertical displacement of abutment did nor occur and the horizontal displacement was 1.4 cm. Therefore, the effect of SCP improvement with EPS method adopted to prevent the lateral flow and assure the stability of embankment on the soft ground was far superior.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.20 no.2
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• pp.327-334
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• 2016

In this paper, we propose a hardware architecture of transform and quantization for high-perfornamce HEVC(High Efficiency VIdeo Coding) encoder. HEVC transform decides the transform mode by comparing RDCost to search for the best mode of them. But, RDCost is computed using the bit-rate and distortion which is computed by transform, quantization, de-quantization, and inverse transform. Due to the many calculations and encoding time, it is hard to process high resolution and high definition image in real-time. This paper proposes the method of transform mode decision by comparing sum of coefficient after transform only. We use BD-PSNR and BD-Bitrate which is performance indicator. Based on the experimental result, We confirmed that the decision of transform mode can process images with no significant change in the image quality. We reduced hardware area by assigning different values at the same output according to the transform mode and overlapping coefficient multiplied as much as possible. Also, we raise performance by implementing sequential pipeline operation. In view of the larger process that we used compared with the process of reference paper, Our design has reduced by half the hardware area and has increased performance 2.3 times.

• The Journal of the Acoustical Society of Korea
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• v.37 no.6
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• pp.396-403
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• 2018

In this paper, a high-performance and low-noise centrifugal fan is developed for cooling automotive seats which provide a driver with pleasant driving environment. First, the flow characteristics of the existing fan unit was analyzed using a fan performance tester and CFD (Computational Fluid Dynamics) simulations. The analysis of the predicted flow field indicated vortex flow near the tip of fan hub and stagnation flow on the top of fan hub. Two design points are devised to reduce the vortex flow and the stagnation flow observed in the existing fan unit. First, the cut-off clearance which is the minimum distance between the fan blade and the fan housing is increased to reduce the vortex strength and, as a result, to reduce the overall sound pressure level. Second, the hub shape is more modified to eliminate the stagnation flow. The validity of proposed design is confirmed through the numerical analysis. Finally, a prototype is manufactured with a basis on the numerical analysis result and its improved flow and noise performances are confirmed through the P-Q curves measured by using the Fan Tester and the SPL (Sound Pressure Level) levels measured in the anechoic chamber.