• 한국환경보건학회지
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• 제26권4호
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• pp.122-128
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• 2000

This study was carried out to survey trihalomethane formation potential(THMFP) levels in drinking underground water and to examine its characteristics in Kunsan area. In drinking underground water, THMFP increased with the lapse of reaction time and 96hr-THMFP was the highest of THMFPs examined. In many cases, 24hr-THMFP, 48hr-THMFP and 96hr-THMFP reflected 2hr-THMFP level due to the largest composition ratio of CHCl$_3$ decreased with the lapse of reaction of CHCl$_3$ among THM individuals. CHCl$_3$ was mostly formed within early 2hour of reaction time, but CHClBr$_2$ and CHBr$_3$ continued their formation until 48 hour. Accordingly, the composition ratio of CHCl$_3$ decreased with the lapse of reaction time while that of total Br derivatives increased. 96hr-THMFPs of drinking underground water in Kunsan area ranged from N.D.(not detected)~98.80 $\mu\textrm{g}$/$\ell$ and, in general, those of western section of Kunsan area, closer to the coast, showed the higher tendency. But, from their large range of variance, it could be considered that THMFPs differ individually even in the same section depending on such factors as the difference of water stream, circumstances of management and so on. All the parameters for water quality examined(pH, KMnO$_4$ consumption;UV$_{254}$ , TOC. Cl$^{[-10]}$ ) showed very week corelation with 96h-THMFP.

• 한국전자통신학회논문지
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• 제12권5호
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• pp.737-746
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• 2017

2017년 통합보안(IS, Integrated Security), 융합 보안(CS, Convergence Security) 등과 같은 새로운 보안시장의 변화 속에서 운영과 관리 차원의 다양한 보안 패러다임이 제시되고 있다. 이러한 솔루션과 기술은 현존하는 네트워크 인프라의 변경과 유동적인 다차원적인 변화를 이끌어 내기보다는 보안성을 높이는 1차원적인 방어에 모든 보안 역량이 집중되어짐으로써 예상치 못한 침해와 장애를 지속적으로 내제하고 있는 네트워크 인프라를 유지해 오고 있다. 따라서 WB(Water-Bubble)이라는 새로운 아이디어를 네트워크 인프라에 접목하고 실험과 구현 기반의 분석을 진행함으로써 유사패턴 공격과 집중화 트래픽 공격을 방어할 수 있는 탄력적 네트워크 구간을 제안하고 개발할 수 있는 기회이기도 한다. 또한 본 논문에서 제안하는 WB 기반의 강한 보안성을 갖는 탄력적 네트워크 구간에 관한 연구기법은 공격의 최종 목적지로 예상되는 네트워크 영역을 울림형태의 탄력적 영역변화를 갖는 네트워크 구간(구역)으로 유동성과 비예측성, 상호 접점비율에 따른 비 영역 확장성 등의 3대 주요 제한 및 보안 기준을 바탕으로 네트워크 구간 보안성 확보를 위한 연구 자료를 제공하고자 한다.

• 한국화재소방학회논문지
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• 제26권1호
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• pp.23-30
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• 2012

비대칭 H형강이 콘크리트에 매립되어 화재에 노출되는 일반 합성보에 비하여 내화성능이 높은 슬림플로어 공법에 대한 화재거동특성을 분석하고, 이를 기반으로 내화성능을 향상시킬 수 있는 최적 단면형상 조건을 도출하고자 연구를 수행하였다. 단면형상은 휨 성능을 증진시킬 수 있는 웨브 보강과 화재에 직접 노출되는 하부플랜지의 보강 방안에 대하여 화재실험을 진행하였으며, 무 보강조건과 형상변화시에 발생하는 합성플로어의 처짐을 비교 분석하여 효과적인 단면형상 설계조건을 도출하고자 하였다. 실험결과 웨브 보강방안에 비해 하부플랜지 보강시 내화성능 향상효율이 더 높은 것으로 나타났으며, 이는 화재에 직접적으로 노출되는 하부플랜지 부분에 보강을 하는 것이 급격한 온도상승으로 인한 강도저하로 인해 발생하는 변형을 보다 효율적으로 제어하기 때문으로 판단된다.

• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2011년 춘계학술대회논문집
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• pp.218-224
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• 2011

A supersonic inlet at angle of attack has anti-symmetric pressure distribution, and it can make flow instability and structural problem. In this study, numerical analysis of three-dimensional inviscid flow was conducted under various throttle ratio and angle of attack conditions. Throttle ratio was defined as the ratio of the exit area to the smallest cross section area at inlet, and the ratio is controlled from 0 to 2.42. At various angle of attack, the characteristics of steady and unsteady flow around supersonic inlet is observed under different throttling ratios. From these results, pressure recovery curves and pressure history curves were plotted by post processing. Using pressure history data, FFT analysis is also carried out. Through these processes, it shows the tendency of pressure distribution anti-symmetricity and changing dominant frequency as increasing angle of attack.

• 수산해양기술연구
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• 제34권2호
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• pp.212-222
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• 1998

Heat transfer performance improvement by fin and groovs is studied for condensation of R-11 on integral-fin tubes. Eight tubes with trapczodially shaped integral-fins having fin density from 748 to 1654fpm(fin per meter) and 10, 30 grooves are tested. A plain tube having the same diameter as the finned tubes is also used for comparison. R-11 condensates at saturation state of 32 $^{\circ}C$ on the outside tube surface coded by inside water flow. All of test data are taken at steady state. The heat transfer loop is used for testing singe long tubes and cooling is pumped from a storage tank through filters and folwmeters to the horizontal test section where it is heated by steam condensing on the outside of the tubes. The pressure drop across the test section is measured by menas pressure gauge and manometer. The results obtained in this study is as follows : 1. Based on inside diameter and nominal inside area, overall heat transfer coefficients of finned tube are enhanced up to 1.6 ~ 3.7 times that of a plain tube at a constant Reynolds number. 2. Friction factors are up to 1.6 ~ 2.1 times those of plain tubes. 3. The constant pumping power ratio for the low integral-fin tubes increase directly with the effective area to the nominal area ratio, and with the effective area diameter ratio. 4. A tube having a fin density of 1299fpm and 30 grooves has the best heat transfer performance.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 춘계학술대회 논문집
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• pp.1068-1073
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• 2007

3D finite element analyses of a corrugated steel web girder and a steel truss web girder are conducted to investigate the static and dynamic behaviour of the hybrid girders. And the analyses results are compared with those by the equivalent beam theory. The equivalent theory is a theory that all section properties of a truss structure are replaced by section properties of a beam including the shear coefficient. When applying the equivalent beam theory, the shear coefficient of the corrugated steel web girder is estimated as the area ratio of total section to web section and that of the steel truss web girder is calculated by the equation proposed by Dewolf. Static deflections and natural frequencies by 3D finite element analyses and the those by the equivalent beam theory are relatively in good agreement.

• 한국지진공학회논문집
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• 제6권3호
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• pp.1-10
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• 2002

비록 제한된 범위내에서나마 일련의 유한요소해석을 통하여 비보강 조적조 벽체의 면내방향 내진성능을 조사하였다. 이를 위하여 비보강 조적벽체는 연속체로 가정하여 등방성 평면응력요소로 취급하였으며, 비보강 조적조의 균열거동을 위하여 균열특성이 요소내에 분포하는 것으로 가정하는 분포균열모델을 사용하였다. 모두 70가지 서로 다른 경우의 비보강 조적벽체 모델을 해석하였는데, 축력비, 형상비 및 유효단면적비 등의 변수를 고려하였다. 해석결과 이들 변수가 비보강 조적벽체의 극한강도에 지대한 영향을 미치며 상호 작용하는 것으로 확인되었다. 비보강 조적벽체의 여러 가지 취성적 요인과 복합적인 파괴형태의 가능성을 감안하여 현재 우리 나라 규준에서 사용하고 있는 반응수정계수의 크기를 재고하여야 함이 지적되었다.

• Steel and Composite Structures
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• 제38권2호
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• pp.223-239
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• 2021

This paper presents the analytical modeling and finite element (FE) analysis, using ABAQUS software, of the new types of steel reinforced lightweight aggregate concrete (SRLAC) columns with cross-shaped (+shaped and X-shaped) steel section, using proposed three analytical and two FE models in total. The stress-strain material models for different components in the columns, including the confined zones of the lightweight aggregate concrete (LWAC) using three and four concrete zones divisions approaches and with and without taking into account the stirrups reaction effect, are established first. The analytical models for determining the axial load-deformation behavior of the SRLAC columns are drawn based on the materials models. The analytical and FE models' results are compared with previously reported test results of the axially loaded SRLAC columns. The proposed analytical and FE models accurately predict the axial behavior and capacities of the new types of SRLAC columns with acceptable agreements for the load-displacement curves. The LWAC strength, steel section ratio, and steel section configuration affect the contact stress between the concrete and steel sections. The average ratios of the ultimate test load to the three analytical models and FEA model loads, Put /Pa1, Put /Pa2, Put /Pa3, and Put /PFE1, for the tested specimens are 0.96, 1.004, 1.016, and 1.019, respectively. Finally, the analytical parametric studies are also studied, in terms of the effects of confinement, LWAC strength, steel section ratio, and the reinforcement ratio on the axial capacity of the SRLAC column. When concrete strength, confinements, area of steel sections, or reinforcement bars ratio increased, the axial capacities increased.

• 한국전산구조공학회논문집
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• 제35권2호
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• pp.65-71
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• 2022

최근에는 경량화 문제에 대한 합리적인 솔루션을 제공하고 유용한 개념설계를 제공할 수 있는 다중 재료 구조 위상최적화가 더욱 중요해지고 있다. 기존의 MMTO(Multi-Material Topology Optimization)의 경우 후보 물질의 수가 증가할수록 설계변수의 수도 증가하고, 결과적으로 계산 시간이 크게 증가한다. 따라서 PSM(Phase Section Method)과 같은 단일 설계변수를 갖는 MMTO가 제안되었다. 본 연구는 조성비가 면적이나 부피비를 나타내지 못하고, 설계변수가 목표치에 충분히 집중되지 않고, 특정 재료가 요구량보다 적게 생성되는 PSM의 세 가지 주요 제한점을 고려하여 이를 개선하는데 중점을 둔다. 이러한 한계를 극복하기 위해 재정의된 조성비와 더 나은 수렴을 위한 조정된 매개변수를 제안한다. 제안된 수정 사항의 유효성을 2차원 및 3차원 수치 예제를 통해 검증한다.

• Selected Papers of The Society of Naval Architects of Korea
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• 제1권1호
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• pp.76-90
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• 1993

A new propeller series is developed using the newly developed blade section (KH 18 section) which has better cavitation characteristics and higher lift-drag ratio at wade angle-of-attack range than a conventional section. The radial patch distribution of the new series propellers is variable stance they were designed adaptively to a typical wake distribution. Basic geometric particulars of the series propellers. such as chord length, thickness, skew and rake distributions, are determined on the basis of recent full scale propeller geometric data. The series is developed for propellers having 4 blades, and blade area ratios of 0.3, 0.45, 0.6 and 0.75. Mean pitch ratios are varied as 0.5, 0.6, 0.7, 0.95 and 1.1 for each blade area ratio. The new propeller series consists of 20 propellers and is named as the KD(KRISO-DAEWOO)-propeller series. Propeller open-water tests are performed at the towing tank, and cavitation observation tests and fluctuating pressure tests are carried out at the cavitation tunnel of KRISO. $B_{p}-\delta$ curves, which can be used to select the optimum propeller diameter at the preliminary design stage, are derived from a regression analysis of the propeller open-water test results. The KD-cavitation chart is derived from the cavitation observation test results by choosing the local maximum lift coefficient and the local cavitation number as parameters. The cavity extent predicted by the KD-cavitation chart would be more accurate compared to that by an existing cavitation charts, such as the Burrll's cavitation chart, since the former is derived from the cavitation observation test results in a typical ship's wake, while the lather is derived from the test results in a uniform flow.