• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2009년 춘계학술대회논문집
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• pp.321-328
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• 2009

Free surface impinging jet on a moving plate, which is applicable to cooling of hot metals in a steel-making process, is investigated numerically by solving the Navier-Stokes equations in the liquid and gas phases. The free surface of liquid-gas interface is tracked by a level-set method which is improved by incorporating the ghost fluid approach based on a sharp-interface representation. The method is further improved by employing a nonequilibrium $\kappa-\varepsilon$ turbulence model including the effect of low Reynolds number. The computations are made to investigate the effects of the nozzle pitch, moving velocity of plate and jet velocity on the interfacial motion and the associated flow and temperature fields.

• 전기전자학회논문지
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• 제27권4호
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• pp.650-656
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• 2023

본 논문은 NS-3 기반의 5G 시스템 레벨 시뮬레이터를 활용하여 mmWave 대역의 채널 모델을 구현하고, RF 성능 검증을 통해 구현한 모델의 신뢰성과 유효성을 분석한다. mmWave 대역의 RF 성능 검증을 위한 채널 모델은 3GPP TR 38.901에서 정의하는 채널의 특성, 빔포밍, 안테나 구성, 시나리오 등의 파라미터를 고려하여 구성한다. 또한, 시뮬레이션 결과는 3GPP 표준에서 허용하는 범위 내에 있음을 확인하고, REM(Radio Environment Map)을 활용하여 실내 환경 시나리오에서 신뢰성을 증명한다. 따라서 본 연구에서 구현한 채널 모델은 실제 5G 네트워크의 설계 및 구축에 적용이 가능하며, 다양한 파라미터 변경으로 RF 성능을 평가하고 검증하는 방법을 제시한다.

• 정보보호학회논문지
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• 제31권5호
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• pp.919-939
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• 2021

5G 네트워크는 차세대 통신기술로서 4G 네트워크 대비 빠른 속도, 짧은 통신 지연, 높은 연결성을 기반으로 대량의 트래픽 처리가 가능하다. 이에 따라 4차 산업혁명의 핵심 기술로 대두되어 그 중요성이 증가하고 있다. 이러한 5G 네트워크 환경에서 기지국은 그 특성상 높은 밀도로 도심 전역에 설치되어 있으며, 사용자 단말과 연결되어 서비스를 제공한다. 따라서 악의적인 공격자에 의한 피해가 기지국에 발생하는 경우, 사용자 및 사회 전반에 큰 피해를 줄 것으로 예상된다. 2016년 뉴욕타임즈 기사에 따르면 중국의 특정 서버로 사용자 데이터를 전송하는 백도어로 추정되는 소프트웨어가 미국 내 안드로이드 기기, 자동차와 같은 스마트 기기에 포함되어 있다고 보도되었다. 이후 통신 장비에 백도어 설치에 대한 이슈가 지속적으로 제기되었으며, 5G 기지국과 같은 통신장비에 대한 안전성 확보의 필요성이 대두되었다. 따라서 본 논문에서는 5G 기지국을 대상으로 체계적인 방법론인 위협모델링을 사용하여 도출한 보안기능요구사항과 백도어 이슈에 대응할 수 있는 수준의 보안보증요구사항을 제안한다. 본 논문에서 제안하는 보안요구사항은 5G 기지국에 대한 보안성평가기준으로서 안전한 네트워크 환경을 구성하기 위한 기지국 설계 및 개발에 사용될 수 있다.

• Journal of Microbiology and Biotechnology
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• 제32권6호
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• pp.768-775
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• 2022

In this study we aimed to derive the response surface models for Escherichia coli reduction in wheat flour using atmospheric cold plasma (ACP) with three types of gas. The jet-type atmospheric cold plasma wand system was used with a 30 W power supply, and three gases (argon, air, and nitrogen) were applied as the treatment gas. The operating parameters for process optimization considered were wheat flour mass (g), treatment time (min), and gas flow rate (L/min). The wheat flour samples were artificially contaminated with E. coli at a concentration of 9.25 ± 0.74 log CFU/g. ACP treatments with argon, air, and nitrogen resulted in 2.66, 4.21, and 5.55 log CFU/g reduction of E. coli, respectively, in wheat flour under optimized conditions. The optimized conditions to reduce E. coli were 0.5 g of the flour mass, 15 min of treatment time, and 0.20 L/min of nitrogen gas flow rate, and the predicted highest reduction level from modeling was 5.63 log CFU/g.

• Journal of Microbiology and Biotechnology
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• 제21권4호
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• pp.430-437
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• 2011

The effects of the agitation and aeration rates on the production of serratiopeptidase (SRP) in a 5-L fermentor (working volume 2-l) were systematically investigated using Serratia marcescens NRRL B-23112. The dissolved oxygen concentration, pH, biomass, SRP yield, and maltose utilization were all continuously measured during the course of the fermentation runs. The efficiencies of the aeration and agitation were evaluated based on the volumetric mass transfer coefficient ($K_La$). The maximum SRP production of 11,580 EU/ml with a specific SRP productivity of 78.8 EU/g/h was obtained with an agitation of 400 rpm and aeration of 0.075 vvm, which was 58% higher than the shake-flask level. The $K_La$ for the fermentation system supporting the maximum production (400 rpm, 0.075 vvm) was 11.3 $h^{-1}$. Under these fermentor optimized conditions, kinetic modeling was performed to understand the detailed course of the fermentation process. The resulting logistic and Luedeking-Piret models provided an effective description of the SRP fermentation, where the correlation coefficients for cell growth, SRP formation, and substrate consumption were 0.99, 0.94, and 0.84, respectively, revealing a good agreement between the model-predicted and experimental results. The kinetic analysis of the batch fermentation process for the production of SRP demonstrated the SRP production to be mixed growth associated.

• 한국지능시스템학회논문지
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• 제18권4호
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• pp.488-493
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• 2008

본 논문은 연속 주조 공정에서의 용강 높이에 대한 수학적인 비선형모델을 유도하는데, 여기에는 용강 높이, 몰드내의 입출력 유량, 스토퍼의 위치와 입력유량의 관계 등이 고려되었다. 비선형 모델은 MATLAB을 사용하여 구현되었으며 실제 데이터와 비교하여 수학적 모델이 유효함을 확인하였다. 구현된 비선형 모델을 사용하여, 퍼지 시스템에 의하여 변화하는 $K_p$값을 가지는 퍼지 PI 제어기를 사용하여, 기존에 사용되던 PI 제어기보다 나은 제어 성능 및 외란에의 강인성을 가짐을 시뮬레이션으로 보였다.

• 한국IT서비스학회지
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• 제7권4호
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• pp.45-60
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• 2008

Networked enterprise (NE) is an organization of independent companies that collaborate with each other temporary or permanently for accomplishing common goals. The USA and EU have been developing principal concepts, techniques, and solutions to enhance the competitiveness of traditional industries including small-and-medium enterprises (SMEs). In Korea, however, implementation as well as R&D of NE is very few, which we believe comes from lack of understanding on Its meaning and lack of effective information systems for it. This paper is to suggest an Enterprise Architecture (EA) framework or reference model of NE and an Information Technology Architecture (ITA) of NE. The EA framework will help stakeholder of NE (e,g., policy makers, members of NE, IT solution providers, and researchers) understand structural and behavioral characteristics of NE. The ITA will be used as a guideline of developing information systems for NE that is essential for spreading networked business models, The focus of this paper is not on logical-level design but on conceptual-level modeling of NE. As verification of the suggested framework and architecture is still required, so we'll apply them to various manifestations of NE, e.g., dynamic supply chain, vertical integration of extended enterprises, and P2P-style virtual enterprises.

• Smart Structures and Systems
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• 제8권1호
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• pp.17-37
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• 2011

The microcantilever (MCL) sensor is one of the most promising platforms for next-generation label-free biosensing applications. It outperforms conventional label-free detection methods in terms of portability and parallelization. In this paper, an overview of recent advances in our understanding of the coupling between biomolecular interactions and MCL responses is given. A dual compact optical MCL sensing platform was built to enable biosensing experiments both in gas-phase environments and in solutions. The thermal bimorph effect was found to be an effective nanomanipulator for the MCL platform calibration. The study of the alkanethiol self-assembly monolayer (SAM) chain length effect revealed that 1-octanethiol ($C_8H_{17}SH$) induced a larger deflection than that from 1-dodecanethiol ($C_{12}H_{25}SH$) in solutions. Using the clinically relevant biomarker C-reactive protein (CRP), we revealed that the analytical sensitivity of the MCL reached a diagnostic level of $1{\sim}500{\mu}g/ml$ within a 7% coefficient of variation. Using grazing incident x-ray diffractometer (GIXRD) analysis, we found that the gold surface was dominated by the (111) crystalline plane. Moreover, using X-ray photoelectron spectroscopy (XPS) analysis, we confirmed that the Au-S covalent bonds occurred in SAM adsorption whereas CRP molecular bindings occurred in protein analysis. First principles density functional theory (DFT) simulations were also used to examine biomolecular adsorption mechanisms. Multiscale modeling was then developed to connect the interactions at the molecular level with the MCL mechanical response. The alkanethiol SAM chain length effect in air was successfully predicted using the multiscale scheme.

• Structural Engineering and Mechanics
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• 제28권6호
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• pp.727-747
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• 2008

In the framework of the SPEAR (Seismic PErformance Assessment and Rehabilitation) research Project, an under-designed three storey RC frame structure, designed to sustain only gravity loads, was subjected, in three different configurations 'as-built', Fiber Reinforced Polymer (FRP) retrofitted and rehabilitated by reinforced concrete (RC) jacketing, to a series of bi-directional pseudodynamic (PsD) tests under different values of peak ground acceleration (PGA) (from a minimum of 0.20g to a maximum of 0.30g). The seismic deficiencies exhibited by the 'as-built' structure after the test at PGA level of 0.20g were confirmed by a post - test assessment of the structural seismic capacity performed by a nonlinear static pushover analysis implemented on the structure lumped plasticity model. To improve the seismic performance of the 'as-built' structure', two rehabilitation interventions by using either FRP laminates or RC jacketing were designed. Assumptions for the analytical modeling, design criteria and calculation procedures along with local and global intervention measures and their installation details are herein presented and discussed. Nonlinear static pushover analyses for the assessment of the theoretical seismic capacity of the structure in each retrofitted configuration were performed and compared with the experimental outcomes.

• Computers and Concrete
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• 제18권2호
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• pp.215-233
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• 2016

Exterior beam-column joints are structural elements that ensure connection between beams and columns. The joint strength is generally assumed to be governed by the structural element of lowest load capacity (beam or column), however, the joint may be the weakest link. The joint shear behavior is still not well understood due to the influence of several variables, such as geometry of the connection, stress level in the column, concrete strength and longitudinal beam reinforcement. A parametrical study based only on experiments would be impracticable and not necessarily exposes the failure mechanisms. This paper reports on a set of numerical simulations conducted in DIANA$^{(R)}$ software for the investigation of the shear strength of exterior joints. The geometry of the joints and stress level on the column are the variables evaluated. Results have led to empirical expressions that provide the shear strength of unreinforced exterior beam-column joints.