• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2002년도 ICCAS
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• pp.118.4-118
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• 2002

$\textbullet$ Magnetic floor hinge $\textbullet$ Recovering torque $\textbullet$ Eddy Currents $\textbullet$ Magnetic damper $\textbullet$ Optimal design $\textbullet$ Cost optimization

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2009년도 추계학술대회 논문집
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• pp.545-546
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• 2009

• 대한치과의사협회지
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• 제15권2호
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• pp.133-143
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• 1977

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.349-356
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• 2010

In this study, a new design method of pile bent structure considering plastic hinge was proposed on the basis of the beam-column model. Based on the analysis results, it is found that the positioning of plastic hinge on the pile bent structure was influenced by nonlinear behavior of material and p-$\Delta$ effect. Moreover, concrete cracking began to occur at the joint section between the pile and column in case of pile bent structure with different cross-sections. The plastic hinge can be developed on the pile bent structure when large displacement was occurred, and pile bent structures can be maintained well only if it is developed on the column part. Therefore, in this study, the optimized cross-section ratio between column and pile was analyzed to induce the plastic hinge at the joint section between the pile and column. Based on this, the optimized diameter ratio of pile and column can be obtained below the inflection point of the bi-linear curve depending on the relations between column-pile diameter ratio($D_c/D_p$) and normalized lateral cracking load ratio($F/F_{Dc=Dp}$). And through this study, it is founded that in-depth limit($L_{As}$=0.4%) normalized by the pile length($L_P$) are proportionally decreased as the pile length($L_P/D_P$) increases up to $L_P/D_P$=17.5, and beyond that in-depth limit converges to a constant value. Finally, it is found that the proposed limit depth by taking into account the minimum concrete-steel ratio would be more economical design of the pile bent structure.

• BMB Reports
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• 제32권6호
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• pp.561-566
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• 1999

CA(1-8)-ME(1-12) [CA-ME], composed of cecropin A(1-8) and melittin(1-12), is a synthetic antimicrobial peptide having potent antibacterial and antitumor activities with minimal hemolytic activity. In order to investigate the effects of the flexible hinge sequence, Gly-Ile-Gly, of CA-ME on antibiotic activity, CA-ME and three analogues, CA-ME1, CA-ME2, and CA-ME3, were synthesized. The Gly-Ile-Gly sequence of Ca-ME was deleted in CA-ME1 and replaced with Pro and Gly-Pro-Gly in CA-ME2 and CA-ME3, respectively. CA-ME1 and CA-ME3 showed a significant decrease in antitumor activity and phospholipid vesicle-disrupting ability. However, CA-ME2 showed similar antitumor and vesicle-disrupting activities, as compared with CA-ME. These results suggest that the flexibility or ${\beta}$-turn induced by Gly-Ile-Gly or Pro in the central part of CA-ME may be important in the electrostatic interaction of the N-terminus cationic ${\alpha}$-helical region with the cell membrane surface and the hydrophobic interaction of the C-terminus amphipathic ${\alpha}$-helical region with the hydrophobic acyl chains in the cell membrane. CA-ME3 exhibited lower antitumor and vesicle-disrupting activities than CA-ME and CA-ME2. This result suggests that the excessive ${\beta}$-turn structure caused by the Gly-Pro-Gly sequence in CA-ME3 seems to interrupt ion channel/pore formation in the lipid bilayer. We concluded that the appropriate flexibility or bilayer. We concluded that the appropriate flexibility or ${\beta}$-turn structure provided by the central hinge is responsible for the effective antibiotic activity of the antimicrobial peptides with the helix-hinge-helix structure.

• 한국정밀공학회지
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• 제20권7호
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• pp.233-240
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• 2003

Recently, the world are preparing for new revolution, called as If (Information Technology), NT (Nano-Technology), and BT (Bio-Technology). NT can be applied to various fields such as semiconductor-micro technology. Ultra precision processing is required for NT in the field of mechanical engineering. Recently, together with radical advancement of electronic and photonics industry, necessity of ultra precision processing is on the increase for the manufacture of various kernel parts. Therefore, in this paper, stability of ultra precision cutting unit is investigated, this unit is the kernel unit in ultra precision processing machine. According to alteration of shape and material about hinge, stability investigation is performed. In this paper, hinge shapes of micro stage in UPCU(Ultra Precision Cutting Unit) are designed as two types, where, hinge shapes are composed of round and rectangularity. Elasticity and strength are analyzed about micro stage, according to hinge shapes, by FE analysis. Micro stage in ultra precision processing machine has to keep hinge shape under cutting condition with 3-component force (cutting component, axial component, radial component) and to reduce modification against cutting force. Then we investigated its elasticity and its strength against these conditions. Material of micro stage is generally used to duralumin with small thermal deformation. But, stability of micro stage is investigated, according to elasticity and strength due to various materials, by FE analysis. Where, Used materials are composed of aluminum of low strength and cooper of medium strength and spring steel of high strength. Through this stability investigation, trial and error is reduced in design and manufacture, at the same time, we are accumulated foundation data for unit control.

• 한국산학기술학회논문지
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• 제11권2호
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• pp.443-448
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• 2010

기능이 극대화된 초소형 전자기기를 제조하기 위해 사용되는 적층형 소자들 중, 적층 세라믹 콘덴서(MLCC: Multi Layer Ceramic Capacitor)는 휴대전화, 노트북 등에 전자회로의 평활, 안정화, 노이즈 제거, 커플링 등 다양한 용도로 사용되고 있다. 적층형 세라믹 콘덴서는 생산과정에서 압축소결된 미세 다층구조의 적층형 소자 바(bar)를 하나 하나의 칩으로 절단하여야 한다. 현재 적용되고 있는 cutting, dicing 등의 방법을 대신하여 수율의 향상을 도모하기 위해 진동절삭법을 적용하여 그 특성을 조사하였다. 유연 힌지구조를 이용한 진동 절단 구조를 설계하고 해석하여 적층형 세라믹 콘덴서의 절단에 알맞은 진동절단기구를 제안한다. 또한, 설계결과를 바탕으로 제작된 진동절단 기구의 절단가공 특성을 조사하여 기존 절단법과의 성능비교를 통해 힌지 구조를 이용한 진동 절단의 타당성을 검증하였다.

• 한국강구조학회 논문집
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• 제21권4호
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• pp.403-411
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• 2009

본 연구에서는 1995년 고베 지진에 의해 손상을 입은 강 거더 교량에 대해 비선형 지진해석을 수행하였다. 해석수행을 위해 휨-축력 및 휨-전단-축력간의 상호작용을 모사할 수 있는 이력모델을 제안하였다. 제안된 이력모델은 힌지모델 형태로 구조해석 프로그램에 조인트 요소로 연결한 후, 힌지모델 사용한 간편한 해석기법을 교량 교각에 적용하였다. 휨-축력 상호작용을 고려한 해석결과는 상세한 화이버 요소 해석결과와 비교하였고, 좋은 상관관계를 나타내었다. 또한, 휨-축력-전단 상호작용을 고려한 해석결과는 지진하중을 받는 교각의 변위 요소별 검토가 가능하여 교각의 전체 변위성능 분석에 유용하게 사용할 수 있을 것으로 판단된다.

• Structural Engineering and Mechanics
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• 제72권6호
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• pp.675-687
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• 2019

As the bridges are an integral part of the transportation network, their function as one of the most important vital arteries during an earthquake is fundamental. In a design point of view, the bridges piers, and in particular the wall piers, are considered as effective structural elements in the seismic response of bridge structures due to their cantilever performance. Owing to reduced seismic load during design procedure, the response of these structural components should be ductile. This ductile behavior has a direct and decisive correlation to the development of plastic hinge region at the base of the wall pier. Several international seismic design codes and guidelines have suggested special detailing to assure ductile response in this region. In this paper, the parameters which affect the length of plastic hinge region in the reinforced concrete bridge with wall piers were examined and the sensitivity of these parameters was evaluated on the length of the plastic hinge region. Sensitivity analysis was accomplished by independently variable parameters with one standard deviation away from their means. For this aim, the Monte Carlo simulation, tornado diagram analysis, and first order second moment method were used to determine the uncertainties associated with analysis parameters. The results showed that, among the considered design variables, the aspect ratio of the pier wall (length to width ratio) and axial load level were the most important design parameters in the plastic hinge region, while the yield strength of transverse reinforcements had the least effect on determining the length of this region.

• 콘크리트학회지
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• 제10권4호
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• pp.93-100
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• 1998

본 논문은 고성능 철근콘크리트 보의 휨강성, 소성힌지 길이 및 소성힌지의 회전능력에 관한 연구이다. 실험은 철근비, 콘크리트 강도 및 하중 재하형태(1점가력과 2점가력)를 변수로 하여 총 15개의 철근콘크리트 단순보에 대하여 행하여 졌다. 콘크리트의 실린더 압축강도가 700kg/${cm}^2$, 슬럼프 20~25 cm 및 슬럼프 플로우가 60~70cm인 고성능 철근콘크리트 및 보통 강도 철근콘크리트 단순보의 휨실험결과, 본 실험의 경우에 고성능 철근콘크리트 보의 극한 곡률을 구할 때는 ${\varepsilon}_{cu}=0.0047$의 값을 사용할 수 있는 것으로 나타났다. 고성능 철근콘크리트 단순보의 휨강성을 평가하기 위해 유효단면 2차 모멘트를 구하는 식과 고성능콘크리트 단순보에 2점 하중을 가하는 경우 등가 소성힌지 길이를 구하는 식이 본 실험의 경우에 대해서 제시되었다. 극한 모멘트 상태에서 이러한 식을 사용하여 구한 처짐값은 실험값과 비교적 일치하게 나타났다.