• Journal of Dairy Science and Biotechnology
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• v.12 no.1
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• pp.20-27
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• 1994

건강한 성인의 분변으로 부터 호기적인 평판배지에서의 생육이 가능한 비피더스균을 선별 분리하는 조건과 상기 분리주의 특성을 규명한 결과는 다음과 같다. 1.5%의 탈섬유소 말혈액을 첨가한 BLB Agar Medium에 인체 분변을 호기적으로 표면 배양하여 내산소성 비피더스균 변이주를 분리하였다. 상기 분리주는 BLB Agar Medium 평판배지에 호기적으로 배양 했을때 $1.1\;{\times}\;10^9$ cfu/ml 이상의 높은 균수를 유지하였다. 2. 상기의 내산소성 비피더스균 분리주를 BLB Agar Medium 에 호기적으로 배양했을때 0.5mm, 연유갈색, 원형, 융기상의 윤택한 집락을 형성하였으며 현미경 검경 결과 Y 자형 분지상과 V자형 만곡간균상, 팽윤상 등의 전형적인 비피더스균 형상으로 나타냈다. 3. 탄수화물 발표실험 결과 상기의 내산소성 비피더스균 분리주는 Bif. adolescentis 로 동정되었으며 F6PPK GKA효소 활성 함께 매우 높은 ${\alpha}$-Galactosidase, $\beta$ - Galactosidase, ${\alpha}$-Galactosidase, 효소 활성을 나타냈다. 한편 아무것도 첨가하지 않은 순수한 우유 중에서의 발효성 및 호기적인 생육능이 매우 양호하였다.

• KSBB Journal
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• v.11 no.1
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• pp.46-51
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• 1996

Cell separation by means of continuous foam separation of Saccharomyes formosensis without additive was investigated. The yeast separation ratio was improved at low feed rates, high nitrogen rates, optimum pH and temperature for ethanol production, dilution of cultivation medium and addition of 0.5g/$\ell$ $CaCl_2$. Percentage of yeast removal and yeast separation ratio were more than 85 when continuous foam separation was operated in optimum condition..

• Proceedings of the Korean Operations and Management Science Society Conference
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• 1995.09a
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• pp.211-219
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• 1995

블록-삼각(Block-angular)구조를 갖는 선형 제약식과 분리되지 않는 콘벡스 목적함수의 대규모 비분리 콘벡스 최적화 문제의 해법으로 번들-분해법 (Bundle Based Decomposition)을 이용한 알고리즘 SQA(Separable Quadratic Approximation)은 비분리 콘벡스 프로그램을 분리가능한 2차계획 법(Separable Quadratic Programming) 문제로 근사화시켜 번들-분해법을 축 차적으로 적용한다. 본 연구는 수렴성(local convergence & global convergence) 및 알고리즘 구현 [1]에 이어 이에 대한 수치적용 결과를 중심 으로 소개한다. 수치 적용은 ANSI C로 작성된 SQA 프로그램을 SUN SPARC II에서 실행하였으며 이때 대규모 비분리 최적화 문제의 비분리 목 적함수와 블록-삼각 구조의 선형 제약식들이 계수들은 ANSI C의 랜덤함수 로부터 임의의 값들을 이용하였다. 이와같은 다양한 비분리 콘벡스 최적화 문제에 대한 수렴성, 반복회수 및 처리시간등의 결과와 함께 GAMS/MINOS 의 최적해를 소개한다.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2016.06a
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• pp.224-227
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• 2016

본 논문에서는 스테레오 채널 신호 간 강도비를 이용하여 음원을 분리하는 EADRess 알고리즘과 부분기반 표현을 특징으로 한 비음수 행렬 인수분해를 통해 음원을 분리하는 NMF 가 결합된 새로운 음원분리 알고리즘을 제안한다. 입력 오디오 신호로부터 frequency-azimuth 평면 구성을 통해 식별된 방위각에 상응하는 신호 강도비로 표현되는 확률밀도함수를 이용하여 1 단계 음원분리를 수행하고, 얻어진 개별 분리음원을 대상으로 supervised NMF 및 Wiener 필터 기반 마스킹 함수를 적용함으로써 잔류 혼합성분을 제거하는 2 단계 음원분리를 수행한다. 제안된 EADRess/NMF 결합 음원분리 알고리즘의 성능을 검증하기 위하여 SASSEC 에서 제공하는 테스트 음원을 이용하여 측정한 결과, 개별 음원분리 알고리즘에 비해 SIR 이 각각 1.41dB, 10.43dB 향상된 결과를 얻었다.

• Magazine of the Korea Concrete Institute
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• v.7 no.6
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• pp.224-232
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• 1995

Recently, in other.view of underwater concrete construction, special admixture agent of concrete has been developed for antiwashout of concrete under water with easy carrying out method in some foreign nations. They had successful cases in experiment and construction and it trend to use in many cases with many scales. However, in domestic, there was rare record in carrying out. In this paper, reference for successful results of experiment and construction about antiwashout underwater concrete, as variable add of special admixture agent and other agents. We have carried out property tests of fresh and hardened concrete, certified the properties and made the antiwashout underwater concrete have enough strength to endure with ea.sy construction. And we have decided the optimal mix proportion for antiwashout underwater concrete under standard state.

• Journal of the Korean Society of Hazard Mitigation
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• v.6 no.1 s.20
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• pp.59-68
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• 2006

Flow separation of recirculation zone by increasing of flow and change of its direction at confluence results in backwater due to conveyance reduction. The hydraulic characteristics of flow separation are analysed by experimental results of flow ratios of tributary and main streams and approaching angles. The boundary of flow separation by dimensionless length and width is defined by the streamline of zero and this definition agrees well to the existing investigation. Because flow separation doesn't appear in small flow ratio and approaching angle of $30^{\circ}$, the equation of flow separation with flow ratio and approaching angle is provided. In flow separation consideration and comparing with previous results, the existing equations of dimensionless length and width ratios by function of approaching angle, flow ratio, and downstream Froude number are modified and also contraction coefficient and shape factor are analysed. Dimensionless length and width ratios are proportional to the flow ratio and approaching angle. In analysis of water surface profiles, the backwater effects are proportional to the flow ratio and approaching angle and the magnitude at outside wall is greater than that of inside wall of main stream. The length, $X_l$ from the beginning of confluence to downstream of uniform flow, where the depth is equal to uniform depth, is characterized by width of stream, flow ratio, approaching angle, and contraction coefficient. The ratios between maximum water depth by backwater and minimum depth at separation are analysed.

• Current Industrial and Technological Trends in Aerospace
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• v.7 no.1
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• pp.97-104
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• 2009

Successful separation of satellites from launch vehicles and release its appendages such as solar arrays and antennas are one of the most important tasks for mission accomplishment during in-orbit maneuver. Especially, specific release devices called NEA(Non-Explosive Actuator) have been widely adopted to perform safe separation and release due to its outstanding performance of low functional shock (below 500g), no contamination and easy handing as opposed to the pyroshock device. In the paper, various kinds of NEA and its history of development are reviewed along with a summary on the domestic research trend.

• Journal of Korean Society of Steel Construction
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• v.9 no.4 s.33
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• pp.625-635
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• 1997

The base isolation technique and its benefits in reducing the transmitted earthquake energy into a structure have gained increasing recognition during the last two decades. Unfortunately, the current available design procedures, especially for base-isolated bridges, seem inadequate and too restrictive. As a result, practical design procedure still relies upon a series of deterministic time history analyses. In this study, the evaluation of the possibility of the normal mode method to predict the nonlinear seismic responses of base isolated bridges has been performed. The applicability has been examined through the numerical approach with isolator's elastic or plastic states of the base isolated bridges. Numerical results show that the 1st. mode period and the various responses are varied with the state but are conversed. And, the result show that the normal mode method is applicable to predict the seismic responses and to design the babe isolated bridge. Various analysis method to bridges with bilinearized hysteresis isolator and various pier heights are evalulated.

• KSBB Journal
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• v.8 no.3
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• pp.282-286
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• 1993

A bath foam separator has been used to separate yeast cells from their culture broth without the use of any surface-active agents. The cell separation ratio was improved in proportion to a separator level and nitrogen flow rates. Percentage of yeast removal after 3 minutes of operation was more than 90. The cell separation ratio was also improved by the addition of 0.2g/l $CaCl_2$.

• Journal of Korea Water Resources Association
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• v.48 no.8
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• pp.625-634
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• 2015

The diverse patterns of separation zone according to the marked bed discordance by dredging at confluence in addition to the confluence angle of tributary and discharge ratio between tributary and main channels have been analyzed by CCHE2D model simulation. The separation zone is defined by inside of zero velocity boundary at down-stream of confluence. The separation zone dose not formed at the $30^{\circ}$ of confluence angle of tributary. The size of separation zone increases as the discharge ratio and confluence angle increase in general. The separation zone decreases as the dredging depth increases which shows the relative momentum reduction compared by the flow volume increasing by dredging at confluence. The contraction factor with the variation of confluence angle and discharge ratio has been investigated and confirmed the corresponding conveyance decreasing results in backwater effect. The regression equation of shape factor with confluence angle and discharge and dredging depth ratios has been suggested.