• Journal of the Korean Geosynthetics Society
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• v.9 no.4
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• pp.39-45
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• 2010

The effects of non-woven geotextiles on mechanical behavior of sand were investigated. A comprehensive series of triaxial compression tests were performed for these investigation on unreinforced and reinforced sand with geotextiles. The Joomunjin standard sand was used and non-woven geotextiles were included into sand specimen with three layers. The inclusion of non-woven geotextile reinforcement into sand increased the peak strength of sand significantly and the reinforced samples exhibited a greater axial strain at failure. Also the effect on number of reinforcement layers was studied and found as increasing the number of reinforcement layers resulting in more ductility by clogging developed in the shear band within the specimens. It was also found that the tendency of samples to dilate is restricted by non-woven geotextile inclusion. The effect of nunber of reinforcement layer increasing is just same to the effect of decreasing void ratio of sand in this case.

• Journal of Convergence for Information Technology
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• v.10 no.6
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• pp.14-18
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• 2020

In this paper, when two sets of cross-eye jammer antennas are installed vertically to jam a monopulse radar, the jamming effects according to the jammer's phase difference, amplitude ratio, and radar angle of engagement are analyzed. The phase difference and amplitude ratio of the cross-eye jammer can be adjusted in the jammer, but since the angle of engagement is relatively determined by the radar, it is very important to respond to changes in the angle of engagement. The orthogonally deployed jammer antennas can be considered as a good way to increase the jamming effect while minimizing the hardware configuration, and the jamming effect is analyzed while changing the angle of inclination from 0° to 360°. This jammer greatly improves the jamming effects at the angles of incidence 45°~135° and 225°~315°, compared to a single jammer. And it is expected to be useful in the design of cross-eye jammers for military aircraft and ships.

• Journal of Advanced Marine Engineering and Technology
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• v.40 no.3
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• pp.185-190
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• 2016

Damages of the main engine aftmost bearing and the after stern tube bearing tend to increase due to misalignment. And as the shafting system becomes stiffer due to the large engine power, whereas the hull structure becomes more flexible due to optimization by using high tensile thin steel plates. And this is the reason that more sophisticated shaft alignments are required. In this study, the optimum shafting alignment calculation was carried out, considering the thermal expansion effect, exploiting the sensitivity index, which indicates the reasonable position of forward intermediate shaft bearing for shaft alignment. and as the main subject in this study, the elastic deformation on intermediate shaft and main engine bearings occurred by vertical load of shaft mass were examined thoroughly and analyzed allowable load of bearings, reaction influence numbers of all bearings. As the result, a reliable optimum shafting alignment was derived theoretically. To verify these results, they were referred to the engine maker's technical information of main engine installation and being used shafting alignment programs of both Korean Register of Shipping and Det Norske Veritas, their reliability were reviewed.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.24 no.2
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• pp.186-191
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• 2020

In this paper, we proposed an optimization technique for efficiently placing vehicles on decks in a vehicle-carrying ship to efficiently handle loading and unloading. For this purpose, we utilized the transformation method of the XML data representing the ship's spatial information, merging and branching algorithm and genetic algorithm, and implemented the function to visualize the optimized vehicle placement results. The techniques of selection, crossover, mutation, and elite preservation, which are used in the conventional genetic algorithms, are used. In particular, the vehicle placement optimization method is proposed by merging and branching the ship space for the vehicle loading. The experimental results show that the proposed merging and branching method is effective for the optimization process that is difficult to optimize with the existing genetic algorithm alone. In addition, visualization results show vehicle layout results in the form of drawings so that experts can easily determine the efficiency of the layout results.

• Journal of the Institute of Electronics and Information Engineers
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• v.51 no.10
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• pp.96-106
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• 2014

Previous academic research on FPGA tools has relied on simple imaginary models for the targeting architecture. As the first step to overcome such restriction, the issues on analytic placement and legalization which are applied to commercial FPGAs have been brought up, and several techniques to remedy them are presented, and evaluated. First of all, the center of gravity of the placed cells may be far displaced from the center of the chip during analytic placement. A function is proposed to be added to the objective function for minimizing this displacement. And then, the density map is expanded into multiple layers to accurately calculate the density distribution for each of the cell types. Early fixation is also proposed for the memory blocks which can be placed at limited sites in small numbers. Since two flip-flops share control pins in a slice, a compatibility constraint is introduced during legalization. Pre-packing compatible flip-flops is proposed as a proactive step. The proposed techniques are implemented on the K-FPGA fabric evaluation framework in which commercial architectures can be precisely modeled, and modified for enhancement, and validated on twelve industrial strength examples. The placement results show that the proposed techniques have reduced the wire length by 22%, and the slice usage by 5% on average. This research is expected to be a development basis of the optimization CAD tools for new as well as the state-of-the-art FPGA architectures.

• Journal of the Korea institute for structural maintenance and inspection
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• v.15 no.5
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• pp.124-135
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• 2011

The capacity of bearings installed at abutments and piers for continuous bridges is usually determined by the magnitude of the maximum vertical reaction at each support and the capacity of bearings placed at piers is higher than that at abutments. In this study, the possibility of the improved seismic performance of base-isolated continuous skew bridges was investigated by analysing the variation of the seismic behavior of them according to three arrangements of bearings. Based on the conventional arrangement of bearings(Case A), three arrangements of bearings such as Case A, Case B and Case C were selected considering the variation of the horizontal stiffness of the lead rubber bearing(LRB) installed at the pier. The seismic behavior of the total 36 skew bridges was investigated by conducting the response spectrum analysis using the hybrid response spectrum considered the effect of LRB's damping. Results of analyses show that a more desirable seismic behavior of base-isolated continuous skew bridges can be obtained by reducing the magnitude of the horizontal stiffness of LRB placed at the pier to similar to or less than that of LRB installed at abutments. The variation of LRB's stiffness at the pier brings about period elongation and the change of mode shapes of base-isolated skew bridges and results in the reduction of the total base shear, the maximum base shear at the pier and the girder stresses. Although positive effects on the seismic behavior of base-isolated skew bridges caused by the change of arrangement of bearings decreased slighty with an increase in the flexibility of the substructure, the proposed arrangements of bearings bring about the improved seismic performance of base-isolated continuous skew plate girder bridges with less than 10m height of piers.

• Geotechnical Engineering
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• v.10 no.2
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• pp.57-68
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• 1994

To find out the most efficient arrangement of root piles reinforcing sandy soil under a strip footing, a series of model tests for the patten A of by R.H. Bassett and N.C. Last are carried out. In the model test, the variables adopted are a pile length, longitudinal spacing, and the number of rows of piles. According to the results, the most efficient longitudinal spacing of piles is six times of a pile diameter. When the pile length exceeds five times of footing width, no further increase of reinforcing effect is observed. In the pattern A, piles of second row exhibit the largest reinforcing effect and the fifth row show no significant reinforcing effect on the soil.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2013.10a
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• pp.395-397
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• 2013

항로표지는 해상에서 선박의 안전한 항행에 필수적인 요소이며, 현재는 LED를 광원으로 사용하는 등명기를 개발 및 사용하고 있다. LED 멀티롤 랜턴을 개발하여 항로표지의 표체조명, 교량표지, 방파제 표시등 등으로 개발하고하는 연구가 진행되고 있다. 이를 위하여 LED 멀티롤 랜턴의 내부 LED 배치에 따른 배광특성을 분석하였다. 본 논문에서 멀티롤 랜턴은 아크릴 환봉과 설치를 위한 금속재로 구성하였으며, 내부에 LED를 2열로 배치하였다. 최적의 설계를 위하여 아크릴 환봉을 투명한 것과 유백색인 것으로 구분하고 2열의 LED 모듈에 집광렌즈($45^{\circ}$, $60^{\circ}$, 미설치)에 따른 배광특성을 분석하였다. $60^{\circ}$ 집광렌즈를 사용한 경우의 시인효과가 우수하여 이를 바탕으로 LED 멀티롤 랜턴을 최종적으로 설계하였다. 투명 아크릴 환봉에 2열의 LED를 배치하고, $60^{\circ}$ 집광렌즈를 사용한 평판형 및 v형의 2종과 집광렌즈를 사용하지 않은 v형 1종으로 선정하고, 녹색과 홍색으로 제작하여 LED의 배열에 따른 배광특성을 본석하였다.

• Research in Community and Public Health Nursing
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• v.2 no.1
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• pp.160-160
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• 1990

정부는 보건의료취약지역의 주민에게 보건의료를 효율적으로 제공케 함으로써 국민의 의료균형과 보건향상에 목적을 두어 보건진료원을 1981년부터 훈련 배치하였다. 본 연구는 사전 Pre-test, Post-test, Control Group Design에 의하여 이들 보건진료원이 배치되기 이전에 baseline data를 수집 분석하여 3년 후(1984년)에 보건 진료원의 활동성과를 종합적으로 평가하기 위해 실시된 것이다. 본 연구에서 농어촌 벽지에 보건진료원이 배치됨으로써 보건진료원 투입 전 후, 투입지역과 비투입지역(대조지역, control area)간 비교분석에 의하여 보건진료원이 보건의료서비스 접근성의 변화에 준 순효과가 종합적으로 평가될 수 있다. 그러나 본 보고서는 1981년에 농어촌 벽지 4,083 가구의 표본에서 수집된 자료를 이용하여 벽지의 보건의료서비스 접근성의 현상분석에 치중하고 있다. 보건의료서비스는 의료 서비스와 예방서비스로 구분되었고 예방서비스는 모성보건, 영유아보건, 가족계획으로 세 분류 되었다. 보건의료서비스와 접근성은 Aday와 Andersen의 모형에 의하여 4개 component로 나누어 분석되었고, 각 component의 특성은 지표(indicator)에 의하여 설명되고 있다.

• Proceedings of the Korea Information Processing Society Conference
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• 2016.04a
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• pp.72-75
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• 2016

스마트폰, 센서, 소셜미디어, 웹 서비스 등으로부터 발생되는 데이터의 폭증으로 인하여 빅데이터의 분석 및 활용에 대한 요구가 커져가고 있다. 특히 스마트 기기의 발달과 사용자 이용 패턴의 변화로 인하여 스트림 데이터는 끊임없이 발생되고 있지만, 기존의 하둡을 이용한 분석 시스템은 응답시간이 지연되어 빠르게 결과를 조회할 수 없는 단점으로 인하여 데이터를 실시간으로 분석하여 바로 활용할 수 있는 시스템에 대한 요구가 점점 더 증가하면서 람다 아키텍쳐가 등장하였다. 람다 아키텍쳐는 데이터 처리 과정을 배치 레이어와 스피트 레이어로 나누고, 스피드 레이어에서는 배치 결과가 나오기 전까지 스트림으로 유입되는 데이터를 실시간으로 분석하여 가장 최근의 데이터를 빠르게 조회 할 수 있도록 결과를 제공한다. 본 논문에서는 람다 아키텍쳐를 활용하여 연속적으로 유입되는 대용량의 스트림 데이터를 효과적으로 처리하여 실시간 분석과 동시에 배치 분석을 제공하는 데이터 처리 시스템을 설계하고 구현한다.