• Journal of Microbiology and Biotechnology
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• 제29권12호
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• pp.1861-1872
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• 2019

In the present work, we isolated and identified Aspergillus sydowii NYKA 510 as the most potent laccase producer. Its medium constituents were optimized to produce the highest possible amount of laccase, which was after 7 days at 31℃ and pH 5.2. Banana peel and peptone excelled in inducing laccase production at concentrations of 15.1 and 2.60 g/l, respectively. Addition of copper sulfate elevated enzyme yield to 145%. The fungus was employed in a microbial fuel cell (MFC). The best performance was obtained at 2000 Ω achieving 0.76 V, 380 mAm^-2, 160 mWm^-2, and 0.4 W. A project to design a self-sufficient lighting unit was implemented by employing a system of 2 sets of 4 MFCs each, connected in series, for electricity generation. A scanning electron microscopy image of A. sydowii NYKA 510 was utilized in algorithmic form generation equations for the design. The mixed patterning and patterned customized mass approach were developed by the authors and chosen for application in the design.

• 한국농촌건축학회논문집
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• 제14권3호
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• pp.101-108
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• 2012

The purpose of this study was to set and analyze the feasibility and survey of the Hanok(The traditional Korean style house) housing complex project within Seoul metropolitan area. The results of this study were as follows. First of all, a survey was carried out to find out the optimum Hanok style. The survey showed that many people chose a frond and back yard garden as a merit of Hanok and pointed out the weak crime prevention as a weakness of Hanok. The optimum size for a Hanok was from $264m^2$ to $330m^2$ and living space was from $100m^2$ to $132m^2$. And people considered about 120% of what the apartment sells for as the reasonable price of a Hanok. Based on the survey, this study planned a Hanok housing complex on a lot that has competitive price and analysed the feasibility of the housing plan. The result was that Hanok's construction cost per $3.3m^2$ to be a marketable product has to be below about 6 million Won. As a result, the construction cost-saving through the advanced technology and planning to meet the changing customers' needs are needed to vitalize Hanok's supply.

• 한국콘텐츠학회논문지
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• 제12권1호
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• pp.30-37
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• 2012

선형 비틀림 구조를 갖는 메모리 시스템은 SIMD 구조에 적합한 메모리 시스템으로써, 2차원 데이터 배열인 $M{\times}N$에서 임의의 위치로부터 임의의 간격을 갖고 다양한 접근형태들로, m개의 메모리 모듈들에서 n개의 데이터를 동시에 접근할 수 있다. 그러나 이러한 메모리 시스템은 논리적인 2차원 $M{\times}N$ 데이터 배열을 지원하기 위해 $m{\times}cells$의 물리적인 메모리 용량이 필요하지만, 적어도 (m-n)${\times}cells$만큼의 메모리 셀은 사용되지 않는다. 여기서 cells는 (M-1)/q+(N-1)/$p{\times}{\lceil}M/q{\rceil}+1$이다. 본 논문에서는 이러한 메모리 시스템의 모든 기능들을 수용하면서 t>0인 조건 하에 사용되지 않는 메모리 셀들 중 $(n{\times}t){\times}N/p$ 만큼을 n개의 처리기들에 지역 버퍼 메모리로 제공할 수 있는 방법을 제안한다.

• 한국조경학회지
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• 제36권4호
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• pp.27-35
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• 2008

본 연구에서는 서울시 구로구를 대상으로 공원녹지 총량 산정을 위한 지표를 비교하였다. 지표는 도시계획상, 평면적, 입체적 공원녹지 총량으로 구분하였다. 도시계획상 공원녹지 총량의 지표로써 구로구의 1인당 공원면적은 $2.34m^2$로 공원녹지의 부족을 선명하게 표현할 수 있었다. 그러나 1인당 공원면적 지표는 도시관리계획에 의해 지정된 공원면적만을 대상으로 하여 실제 녹지인 미지정된 산림, 하천 등과 시가화지역 내 녹지가 포함되지 못하는 단점을 지니고 있었다. 평면적 공원녹지 총량의 지표로써 구로구의 1인당 녹피면적은 $18.85m^2$로 실제 녹지를 최대한 반영하였다. 1인당 녹피면적은 시가화지역 내 녹지면적 확대에 초점을 맞추는 지표로써 실질적인 도시녹화의 지표로써 활용이 용이하였다. 그러나 공원녹지 총량개념이 아직까지 면적단위로만 파악되는 한계를 지니고 있었다. 입체적 공원녹지 총량의 지표로써 구로구의 1인당 생육수목주수는 4.1주이었고, 1인당 녹지용적은 $35.8m^2$었다. 이 지표는 고밀도로 개발된 도시환경 개선을 위해 수목량 증진 등의 질적인 향상계획에 반영할 수 있었다.

• 설비공학논문집
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• 제27권3호
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• pp.169-173
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• 2015

Recently, ground source heat pump (GSHP) systems have attracted much attention, according to the enhanced social demand of renewable energy. GSHP systems can achieve higher coefficient of performance than the conventional air-source heat pump systems by utilizing stable underground temperature. However, the initial cost of GSHP system is higher than that of the conventional systems, especially, in the small-size buildings. Therefore, it is necessary to develop small-size ground heat exchanger with low cost and quick installation. In this study, a unit-type ground heat exchanger was developed and heat exchange rate was calculated by the numerical simulation. As a result, 27.45 W/m of heat exchange rate was acquired in the condition of $0.5m{\times}0.2m{\times}2m$ unit.

• 정보처리학회논문지A
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• 제11A권2호
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• pp.109-114
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• 2004

본 논문에서는 유한 필드 GF$(2^m)$상에서 모듈러 나눗셈 A($\chi$)/B($\chi$) mod G($\chi$)을 수행하는 고속의 병렬 시스톨릭 나눗셈기를 제안한다. 제안된 나눗셈기는 이진 최대공약수(GCD) 알고리즘에 기반하며, FPGA 칩을 이용하여 구현 및 검증한다. 본 연구에서 제안된 나눗셈기는 연속적인 입력 데이터에 대해 초기 5m-2 클럭 사이클 지연후, 1 클럭 사이클 비율로 나눗셈 결과를 출력한다. 본 논문에서 제안된 나눗셈기를 기존의 병렬형 시스톨릭 나눗셈기들과 비교했을 때, 훨씬 적은 하드웨어의 사용으로 계산지연 시간을 상당히 감소 시켰다. 또한 제안된 나눗셈기는 기약다항식의 선택에 어떠한 제약도 두지 않을 뿐 아니라 매우 규칙적이고 묘듈화 하기 쉽기 때문에 필드 크기 m에 대하여 높은 확장성 및 유연성을 제공한다. 따라서 제안된 구조는 VLSI 구현에 매우 적합하다.

• 한국조경학회지
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• 제32권1호
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• pp.1-9
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• 2004

This study is focused on finding out the character of urban recreation forest and investigating facilities regulations of forest resources around urban areas to meet future recreation needs. The method of this study is to compare urban recreation forests with similar facilities like urban parks and natural recreation forests. By this way, this study not only identifies the characteristics of urban recreation forest as emerging recreational facility, but also outputs regulations that can be adapted to real environment. Urban recreation forest is defined as follows: It has forest with good natural landscape and easy access. It makes emotion rich and its function is focused on outdoor recreation nature education, and experiences for family group mainly within a day or on weekends. This study suggests that the minimal area of urban recreation forest should be over 100,000$m^2$, with a facility ratio less than 20%. Building coverage should be less than 7% when the urban recreation forest is under 300,000$m^2$, less than 5％ when 300,000∼500,000$m^2$, and less than 3％ when over 500,000$m^2$ The limits of building height is 3 stories, or under 12m. This study finds out the character, the needs of urban recreation and the criterion for project feasibility. significance of the result is supplying theoretical basement on related regulation. Based on the results, further study will establish landscape management method and legislation & application in a detailed examination.

• 대한의용생체공학회:의공학회지
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• 제28권6호
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• pp.803-810
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• 2007

Although synthetic aperture focusing techniques can improve the spatial resolution of ultrasound imaging, they have not been employed in a commercial product because they require a real-time N-channel beamformer with a tremendously increased hardware complexity for simultaneous beamforming along M multiple lines. In this paper, a hardware-efficient beamformer architecture for synthetic aperture focusing is presented. In contrast to the straightforward design using NM delay calculators, the proposed method utilizes only M delay calculators by sharing the same values among the focusing delays which should be calculated at the same time between the N channels for all imaging points along the M scan lines. In general, synthetic aperture beamforming requires M 2-port memories. In the proposed beamformer, the input data for each channel is first upsampled with a 4-fold interpolator and each polyphase component of the interpolator output is stored into a 2-port memory separately, requiring 4M 2-port memories for each channel. By properly limiting the area formed with the synthetic aperture focusing, the input memory buffer can be implemented with only 4 2-port memories and one short multi-port memory.

• 해양환경안전학회지
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• 제19권2호
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• pp.200-206
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• 2013

이 연구에서는 상용코드(AQWA)를 이용하여 규칙파 중 8점 계류 중인 플로팅 도크의 계류 장력과 운동응답특성을 고찰하였다. 연구의 목적을 달성하기 위해 수심 10 m 연안환경(파 진폭 1.05 m, 파주기 3.85 sec, 풍속 20.21 m/s, 풍향 및 조류방향 $90^{\circ}$, 입사파 ${\chi}=180^{\circ}$, $135^{\circ}$ 및 $90^{\circ}$ 조건에서 수치 해를 적용하였다. 해석모델은 길이 140 m, 폭 32 m 및 높이 14.6 m의 강구조물로 현수선의 길이는 최대 120 m를 적용하였다. 해석결과 상하동요와 종동요는 선수파 보다 횡파에서 크게 나타났으며 계류 장력도 횡파와 풍하중에 의해 크게 작용하였다.

• 대한조선학회논문집
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• 제45권3호
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• pp.247-257
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• 2008

In this paper, a free running system, which is developed recently for a 2m-class ship models, will be introduced. For the remote control of hardware, GUI of software packages was developed using Visual Basic 6.0, and Host PC with Positioning Board manages Servo drive. Then the drive operates propeller and rudder. Its control performance will be shown. Also its adaptability to the resistance, manoeuverability and seakeeping model tests will be considered through the installation on a KTTC standard ship model from MOERI.