• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2004년도 추계학술대회 논문집
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• pp.714-719
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• 2004

Controlling the cure depth of the Fa1260T photopolymer enhances the quality of a microstructure and minimizes its size in microstereolithography. In this work, variation of cure depth of the Fa1260T photopolymer is investigated while the concentration of a photopolymerization inhibitor as a radical quencher was varied. The energy source inducing photopolymerization was a He-Cd laser and a motorized stage controled the laser beam path accurately. The effects of process variables such as laser beam power and scan speed on the cure depth were examined. Optimum conditions for the minimum cure depth were determined as laser power of 230 W and scan speed of 40-50 m/s at the concentration of the radical quencher of 5％. The minimum cure depth at the optimal condition was 14 m. The feasibility of the fabrication of microstructures such as a microcup, microfunnel, and microgrid of 100 m size is demonstrated using Super IH process.

• 한국공작기계학회논문집
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• 제16권6호
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• pp.125-132
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• 2007

Inherent dynamic interaction between flexible disk and workpiece creates partially non-flat surface profile. A flat zone was defined using minimum depth of engagement. Several key parameters were defined to explain the characteristics of the zone. Process conditions including disk rotation speed, initial depth of cut and feed speed were varied to produce product profile database. Correlation between key factors was examined to find the characteristic dependencies. Trends of key parameters were displayed and explained. Higher flat zone ratio was observed for lower depth of cut and higher disk rotation speed. Ratio of minimum depth of cut against target depth of cut increased for higher feed speed and disk rotation speed but was insensitive to the depth of cut variation. The process transition was visualized by continuously displaying instantaneous orientation of the deflected disk and the location of key parameters were clearly marked for comparison.

• Computers and Concrete
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• 제20권2호
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• pp.129-143
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• 2017

Seismic design of reinforced concrete (RC) structures requires a certain minimum level of flexural ductility. For example, Eurocode EN1998-1 directly specifies a minimum flexural ductility for RC beams, while Chinese code GB50011 limits the equivalent rectangular stress block depth ratio at peak resisting moment to achieve a certain nominal minimum flexural ductility indirectly. Although confinement is effective in improving the ductility of RC beams, most design codes do not provide any guidelines due to the lack of a suitable theory. In this study, the confinement for desirable flexural ductility performance of both normal- and high-strength concrete beams is evaluated based on a rigorous full-range moment-curvature analysis. An effective strategy is proposed for flexural ductility design of RC beams taking into account confinement. The key parameters considered include the maximum difference of tension and compression reinforcement ratios, and maximum neutral axis depth ratio at peak resisting moment. Empirical formulae and tables are then developed to provide guidelines accordingly.

• 정보처리학회논문지:컴퓨터 및 통신 시스템
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• 제5권9호
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• pp.237-246
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• 2016

DIBR (Depth Image Based Rendering)은 동일 시점의 색상 영상과 깊이 영상을 참조해서 임의 개수의 중간 시점 영상을 생성하는 기법으로 무안경식 다시점 입체 디스플레이를 위한 콘텐츠 제작에 활용할 수 있다. 본 연구에서는 DIBR 기법을 사용해서 생성되는 다시점 중간 영상의 객관적 품질에 깊이 정확도가 미치는 영향에 대해 설명한다. 본 연구는 먼저 사람이 인지할 수 없는 범위에서 왜곡을 보장하기 위한 최소 깊이 양자화 계수를 도출한다. 그리고 장면 구성의 특성에 따라 같은 양자화 수준에서 깊이 정보의 정확도를 효과적으로 표현하기 위한 비균등 영역분할 양자화 방법을 선형 양자화와 비교 분석한 결과를 제시한다.

• 방송공학회논문지
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• 제9권3호
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• pp.207-213
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• 2004

최근 영상기반 렌더링 기법 중에서 계층적 깊이영상(layered depth image)에 관한 연구가 주목을 받고 있다. 계층적 깊이영상은 여러 시점에서 생성된 깊이영상을 합하여 하나의 데이터 구조로 만든 것으로, 임의 시점의 영상을 간단한 변형 (warping) 함수를 사용하여 쉽게 생성할 수 있다. 반면, 한 장의 영상이 다시점 깊이 데이터를 포함하므로 용량이 매우 큰 단점이 있다. 본 논문에서는 계층적 깊이영상의 압축 부호화를 위한 새로운 전처리 방법을 제안한다. 계층적 깊이영상은 계층의 수가 늘어나 계층의 후미로 갈수록 화소의 밀도가 낮아지는 현상이 두드러진다. 기존의 방법은 이러한 특성을 이용하기 위해 변환을 수행하기 전에 데이터 모으기 기법을 사용하였지만, 깊이정보 사이의 상관관계를 전혀 고려하지 않았다. 본 논문에서는 이전의 두 값을 연결하는 직선과 현재 값사이의 최단거리를 계산한 후, 이 값으로 현재의 깊이 값을 대체하여 변환 효율을 향상시킨다.

• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 2003년도 춘계학술대회 논문집
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• pp.376-381
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• 2003

Ultra precision diamond cutting is a very efficient manufacturing method for optical parts such as HOE, Fresnel lenses, diffraction lenses, and others. During micro cutting, the rake angle is likely to become negative because the tool edge radius is considerably large compared to the sub-micrometer-order depth of cut. Depending on the ratio of the tool edge radius to the depth of cut, different micro-cutting mechanism modes appear. Therefore, the tool edge sharpness is the most important factor affecting the qualities of machined parts. That is why diamond especially mono-crystal diamond, which has the sharpest edge among all other materials is widely used in micro-cutting. The question arises, given a diamond tool, what is the minimum (critical) depth of cut to get continuous chips while in the cutting process\ulcorner In this paper, the micro machinability around the critical depth of cut is investigated in micro grooving with a diamond tool, and introduce the minimizing method of cutting depth using vibration cutting. The experimental results show the characteristics of micro cutting in terms of cutting force ratio (Fx/Fy), chip shape, surface roughness, and surface hardeing around the critical depth of cut.

• 콘크리트학회논문집
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• 제16권6호
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• pp.795-803
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• 2004

현행 구조설계기준식에서는 취성적으로 파괴하는 최소전단보강철근 파괴를 방지하기 위하여 철근콘크리트 보에 최소전단보강철근을 배근하도록 규정하고 있다. 최소전단철근비는 콘크리트의 압축강도와 함께 주인장철근비와 전단경간비에 영향을 받는다. 이 연구에서는 주인장철근비와 전단경간비가 철근콘크리트 보의 최소전단철근비에 미치는 영향을 파악하기 위하여 14개의 철근콘크리트 보를 실험하였다. 실험에 의하면 전단 여유율은 주인장철근비가 증가할수록 증가하였고, 전단경간비가 증가할수록 감소하였다. 실험 결과는 ACI 318-02 기준식과 선행 연구의 제안식과 비교되었다.

• KCI Concrete Journal
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• 제11권3호
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• pp.45-52
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• 1999

A Computer-based iterative method is provided for the calculation of minimum thickness values for one-way slabs to satisfy the maximum permissible limits given in the ACI Building Code. An algorithm includes the effects of cracking and time-dependent effects due to creep and shrinkage. Comparison of the calculated minimum thickness values with the current ACI limits is conducted to investigate limitations of the current tabulated minimum thickness. which are constant to a range of design conditions.

• 한국수산과학회지
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• 제47권2호
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• pp.168-173
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• 2014

The effect of critical minimum depth in the coastal region on storm surges was examined using a three-dimensional primitive equation model (POM). Case studies using numerical experiments in a small coastal bay in the southern sea of Korea (Hanam Bay) have examined the 'critical depth' (CD) that stabilizes the numerical calculations. Dependence of the CD of typhoon tracks and tidal components such as M2, S2, O1, and K1 were examined. The model results clearly demonstrated that the numerically unstable state of the calculation was caused by the coarse resolution of sea surface elevation.

• Advances in Computational Design
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• 제3권1호
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• pp.49-69
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• 2018

This paper shows an optimal design for reinforced concrete rectangular combined footings based on a criterion of minimum cost. The classical design method for reinforced concrete rectangular combined footings is: First, a dimension is proposed that should comply with the allowable stresses (Minimum stress should be equal or greater than zero, and maximum stress must be equal or less than the allowable capacity withstand by the soil); subsequently, the effective depth is obtained due to the maximum moment and this effective depth is checked against the bending shear and the punching shear until, it complies with these conditions, and then the steel reinforcement is obtained, but this is not guaranteed that obtained cost is a minimum cost. A numerical experimentation shows the model capability to estimate the minimum cost design of the materials used for a rectangular combined footing that supports two columns under an axial load and moments in two directions at each column in accordance to the building code requirements for structural concrete and commentary (ACI 318S-14). Numerical experimentation is developed by modifying the values of the rectangular combined footing to from "d" (Effective depth), "b" (Short dimension), "a" (Greater dimension), "${\rho}_{P1}$" (Ratio of reinforcement steel under column 1), "${\rho}_{P2}$" (Ratio of reinforcement steel under column 2), "${\rho}_{yLB}$" (Ratio of longitudinal reinforcement steel in the bottom), "${\rho}_{yLT}$" (Ratio of longitudinal reinforcement steel at the top). Results show that the optimal design is more economical and more precise with respect to the classical design. Therefore, the optimal design presented in this paper should be used to obtain the minimum cost design for reinforced concrete rectangular combined footings.