• 센서학회지
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• 제18권2호
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• pp.116-121
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• 2009

Pressure-controlled sodium heat pipe furnace was designed and fabricated, and its characteristics was investigated. Pressure control system was controlled within ${\pm}0.5\;Pa$ at 150 kPa and the stability of pressure was decreased to ${\pm}2.5\;Pa$, when the pressure-controlled system connected with the heat pipe. The melting curve of Ag fixed-point realized well by the adiabatic method using the pressure-controlled sodium heat pipe furnace and its accuracy showed ${\pm}2.27\;mK$ from the calculation of 20% to 80% at the plateau. The freezing curve of Ag fixed-point also realized and its plateau value was 2.23 mK lower than that of the melting curve.

• 한국컴퓨터정보학회논문지
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• 제20권7호
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• pp.41-47
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• 2015

The bandwidth minimization problem (BMP) has been classified as NP-complete because the polynomial time algorithm to find the optimal solution has been unknown yet. This paper suggests polynomial time heuristic algorithm is to find the solution of bandwidth minimization problem. To find the minimum bandwidth ${\phi}^*=_{min}{\phi}(G)$, ${\phi}(G)=_{max}\{{\mid}f(v_i)-f(v_j):v_i,v_j{\in}E\}$ for given graph G=(V,E), m=|V|,n=|E|, the proposed algorithm sets the maximum degree vertex $v_i$ in graph G into global central point (GCP), and labels the median value ${\lceil}m+1/2{\rceil}$ between [1,m] range. The graph G is partitioned into subgroup, the maximum degree vertex in each subgroup is set to local central point (LCP), and we adjust the label of LCP per each subgroup as possible as minimum distance from GCP. The proposed algorithm requires O(mn) time complexity for label to all of vertices. For various twelve graph, the proposed algorithm can be obtains the same result as known optimal solution. For one graph, the proposed algorithm can be improve on known solution.

• 한국조경학회지
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• 제21권2호
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• pp.120-128
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• 1993

This study suggests one hypothesis: The strength of the catchment forces of urban community parks can be represented as an equilibrium point model, which is derived from a centrality index for. That model was designed by Reilly(1931) and developed by Godlund(1956). An equilibrium point model for the catchments is represented as followed formulae: m=$\frac{CA2}{CA-CB}$ m=$\frac {{{{{L SQRT {{C}_{A}$.$ {C}_{B}} {CA-CB} Here, m is distance from the center of park A to the cetner of park B. r is radius of a circle where the catchment between park A and B is equal pointed traces. CA is index of the centrality of park A from Reilly's Law. CB is an index of the centrality of park B from Reilly's Law. L is an the distance between park A and B. The equilibrium point model is testified in the case of Chong-ju community parks. The testification has been limited to the application to such manifest outdoor recreational facilities as bentches, even though there are statistically and economically problems for a quantitative model to be testified. But the testification could be a rationale for the catchment forces of urban community parks, which was quantitatively represented that the distance between two or there parks should be related with the feasibility of the parks. Therefore, the urban community park should be planned to be located, hiving separately its identity that might be considered with the facility diversification and the locational competitiveness of a park.

• 수산해양기술연구
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• 제38권1호
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• pp.69-78
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• 2002

In order to examine the directional suitability of the axis direction of the fishing gear against the current, the experiments were carried out at the bamboo weir in Samchunpo water area from January, 2000 to September, 2001 The results of the study are as follows: In the experimental fishing gear constructed in the "V" shape, the range between two reference piles located at the entrance was 2.5m. The direction of bamboo weir′s axis was 355.5$^{\circ}$ The length of the left wing and those from the reference pile to the starting point of a curve were 106.0m, 7.5m, respectively. The length of the right wing and those from the reference pile to the starting point of a curve were 79.0m, 10.0m, respectively. Depths around the left and right stone wall that drove the steel pile were 5.0~6.5m and 6.5~9.5m, respectively. Also, depths on the bamboo weir′s axis and around the sack were 7.0~8.0m and about 8.0m, respectively. The maximum height of stone walls at the point of the left wing, the right wing and around the sack on the bamboo weir\` axis were 3.0m, 4.7m and 4.0m, respectively, Widths of stone walls at the point of both of the wings and around the sack on the bamboo weir\`s axis were 10.0~l4.0m, 22.0~25.0m, respectively. The averaging current direction on ebb tide was measured two times and it was 169.2$^{\circ}$ but the direction had about a 6.3$^{\circ}$ difference from the bamboo weirs axis. The maximum current speed appeared two to three hours later from the time of high tide and the current speed over 80.0cm/s lasted during about two Hours on the ebb tide In the case of a straight type wing In the bamboo weir, the eddy out of the left wing was comparatively big and the current on the right side from the bamboo weir′s axis had a tendency in turning to the right wing side. But in the case of a curve type wing, the eddy and tendency reduced significantly. It was thought that the experimental fishing gear was set suitably from the result of this simulation.

• 대한임상검사과학회지
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• 제48권2호
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• pp.124-129
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• 2016

세균내독소는 lipopolysaccharide (LPS)라고 불리우며, 그람음성 세균의 세포벽에 존재하는 물질로 어느 생체재료나 액체에 존재할 수 있다. 세균내독소가 혈액으로 침투되면 발열 및 염증을 유발시킨다. 본 연구에서는 장내 그람음성세균인 Escherichia coli O157:H7, Klebsiella oxytoca, Salmonella Typhi, Shigella sonnei, Morganella morganii의 LPS 양을 비교하려 하였다. 각 세균은 배양한 후 $1.5{\times}10^8CFU/mL$ 농도로 희석하여 동일한 농도로 하였으며 실험의 정당성을 위하여 LAL시약의 표시감도확인시험을 진행하였다. 10 fold dilution 후 1차 시험을 하여 각 균의 반응 end point를 확인하고 바로 윗단계 희석배수 사이에서 2 fold dilution하여 균의 최종 반응 end point를 확인하였다. 결과적으로 E. coli O157은 75~37.5 CFU/mL, K. oxytoca는 37.5~18.75 CFU/mL, M. morganii와 S. Typhi는 3.75~1.875 CFU/mL, S. sonnei는 7.5~3.75 CFU/mL에서 0.015 EU/mL 이상의 endotoxin이 검출되었다. 최종적으로 억제인자에 대한 확인시험을 진행하여 결과값을 보증하였다. 본 연구를 통하여 세균내독소에 대한 추가적인 연구가 지속되기를 기원한다.

• East Asian mathematical journal
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• 제2권
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• pp.1-7
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• 1986

• 한국재난정보학회 논문집
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• 제17권1호
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• pp.10-24
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• 2021

연구목적: 본 연구의 목적은 현재 대체연료로 사용하고 있는 바이오디젤과 일반디젤 혼합물의 위험성을 장비별(태그방식과 펜스키마르텐 방식) 시험방식에 따른 인화점 및 연소점의(밀폐, 오픈) 차이를 비교 분석, 측정함으로서 혼합물의 위험성을 확인하고, 화학물질의 위험성 평방법을 확립하여 화재원인 물질의 감식과 감정에 참고 자료로 활용하고자 함이다. 연구방법: 인화점 실험 방법 및 결과 처리는 원유 및 석유 제품 인화점 및 연소점 시험방법으로 사용되고 있는 테그밀폐식 및 펜스키마텐스식 시험방법인 ASTM 및 KS M mode를 기준으로 실험하였다. 본 실험에 사용한 장비의 제조사는 일본의 TANAKA사에서 생산한 장비로 KS M 2010의 시험규격을 만족하는 시험장비로 인화점 및 연소점을 측정하였고, 바이오디젤과 일반디젤 혼합물의 시험방식에 따른 인화점(밀폐, 오픈) 차이를 확인하고, 바이오디젤과 일반디젤 혼합물의 발화점을 기존의 디젤과의 비교 발화위험성을 비교 분석하였다. 연구결과: 실험결과를 살펴보면 먼저 혼합물의 인화 위험성에 대한 실험 결과 분석으로 인화점이 64.5℃인 일반 디젤을 기준으로 했을 때 바이오디젤이 70% 함유된 물질의 인화점은 약 92℃로 확인되었고, 가솔린과 바이오디젤 또는 바이오디젤 혼합물을 합성했을 때 인화점이 낮아지는 경향을 확인할 수 있었다. 아울러 인화점과 연소점의 차이는 약 20~30℃정도로 분석되었고, 소량의 가솔린 또는 메탄올의 혼합시 인화점은 낮아지나, 연소점은 기존의 혼합물의 연소점과 유사하다는 것을 확인하였다. 결론: 본 연구에서는 기존의 위험물안전관리법렬상의 위험물 판정 기준에 대한 세부내용의 실효성 확보 및 위험물 판정의 신뢰성 및 재현성 확보를 목적으로, 인화성 혼합물에 대한 실험적 연구를 통해서 혼합물에 대한 위험성 판단기준을 확인, 소방현장에서 단속되는 인화성 액체 대한 실험적 판정 기준에 대한 참고적인 자료를 제공할 수 있을 것이다. 또한 향후 본 연구로 시험방법별 실험에 대한 노하우를 축적한다면 위험물의 위험성 평가 연구에 있어 기초 자료이자 위험물 판정에 관한 연구의 기반으로 활용될 수 있기를 기대한다.

• 대한수학회보
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• 제38권4호
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• pp.635-641
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• 2001

A limit point p of a Mobius group acting on$ B^m$ is called a concentration point if for every sufficiently small connected open neighborhood of p, the set of translates contains a local basis for the topology of p. For the case of two generator Schottky groups acting on $B^2$, we give characterizations for several different kinds of limit points.

• Journal of applied mathematics & informatics
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• 제27권1_2호
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• pp.351-363
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• 2009

In this paper, we give some new definitions of $D^*$-metric spaces and we prove a common fixed point theorem for six mappings under the condition of weakly compatible mappings in complete $D^*$-metric spaces. We get some improved versions of several fixed point theorems in complete $D^*$-metric spaces.

• Kyungpook Mathematical Journal
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• 제60권1호
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• pp.177-183
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• 2020

The object of the present paper is to study the critical point equation (CPE) on 3-dimensional α-cosymplectic manifolds. We prove that if a 3-dimensional connected α-cosymplectic manifold satisfies the Miao-Tam critical point equation, then the manifold is of constant sectional curvature -α², provided Dλ ≠ (ξλ)ξ. We also give several interesting corollaries of the main result.