• 한국콘텐츠학회논문지
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• 제16권7호
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• pp.431-438
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• 2016

본 논문은 색상정보와 깊이정보 가중치를 이용한 깊이영상 업샘플링 방법을 제안한다. 제안하는 알고리즘은 먼저 양선형 보간법을 통해 높은 해상도의 깊이영상을 생성한다. 그 후 RGB 색상영상, HSV 색상영상, 깊이영상 등을 이용하여 공통경계 영역을 추정한다. 만일 보간 된 화소가 공통경계 영역에 속한다면 해당화소를 포함하는 $3{\times}3$ 영역의 화소들에 대한 색상정보와 깊이정보의 가중치를 구하고 경계 화소값 결정을 위한 비용계산을 수행한다. 그 후 가장 작은 경계 화소값 결정 비용을 가지는 화소 값을 결과영상의 화소값으로 정한다. 제안하는 알고리즘은 PSNR 및 주관적 화질 비교에서 우수한 성능을 보였다.

• 한국지반공학회논문집
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• 제20권5호
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• pp.67-78
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• 2004

주변의 뒷채움 흙과 파형강판 벽체의 상호작용을 통해 외력을 지지하는 지중강판구조물에서는 상부의 차량하중에 의해서 토피 지반에서 전단파괴, 또는 인장파괴가 발생하여 구조물의 파손이나 붕괴를 유발할 수 있다. 현재 적용 중인 설계기준들에서는 이를 방지하기 위하여 상부아치 위로 확보해야 하는 최소한의 토피 두께(토피고)를 규정하고 있으나, 이들은 표준형 파형강판으로 제작한 지간 7.7m 이하의 구조물에 대한 수치해석에 바탕을 두고 있으므로, 지간이 그 이상인 장지간 구조물에는 적용기가 어렵다. 이 연구에서는 원형 및 낮은 아치형 단면의 지중강판구조물에 대하여 강판 부재와 뒷채움 지반을 함께 모사한 수치해석을 실시하여 장지간 구조물에 대한 최소토피고의 크기를 분석하였다. 해석 결과, 현재의 시방기준은 장지간 구조물의 최소토피고를 과다산정하는 경향을 보였으며, 지간이 10m 이상일 경우의 최소토피고는 지간의 크기 및 단면형상에 관계없이 1.5m 정도로 나타났다. 최소토피고를 만족하지 못하는 경우에는 토피 지반에 활하중 분산효과가 뛰어난 콘크리트 보강 슬래브를 적용할 수 있는데, 원형 단면의 장지간 구조물에 대한 수치해석을 통해서 보강 슬래브가 토피 지반 위에 재하되는 활하중에 의한 강판 부재의 축력과 휨모멘트를 크게 감소시키는 것을 확인할 수 있었다. 따라서, 토피 두께가 기준에 미달하더라도 적절한 규격의 보강 슬래브를 설치하는 지중강판구조물은 기존의 절차에 따라 축력지배구조로서 설계 및 해석이 가능하다.

• Journal of Mechanical Science and Technology
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• 제17권2호
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• pp.239-245
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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 which affects the qualities of machined parts. That is why diamond, especially monocrystal diamond which has the sharpest edge among all other materials, is widely used in micro-cutting. The majar issue is regarding the minimum (critical) depth of cut needed to obtain continuous chips during the cutting process. In this paper, the micro machinability near the critical depth of cut is investigated in micro grooving with a diamond tool. The experimental results show the characteristics of micro-cutting in terms of cutting force ratio (Fx/Fy), chip shape, surface roughness, and surface hardening nea. the critical depth of cut.

• Restorative Dentistry and Endodontics
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• 제10권1호
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• pp.145-152
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• 1984

The purpose of this study was to compare combinations of the four visible light irradiating appliances (Translux, Heliomat, Pluraflex HL 150, Omega) and the four visible light activated composite resins (Durafil, Heliosit, Plurafil-super, Silux) to determine the depth of polymerization of each combination. Twenty samples were made with Durafil. Five samples were polymerized for 20 seconds using Translux, five with Heliomat, five with Pluraflex HL 150, five with Omega. Twenty samples were made with Heliosit, twenty with Plurafil-super, and twenty samples with Silux. A 20-second polymerization time was applied with each of 4 visible light irradiating appliances to 5 samples of each material. Eighty samples were treated in a like manner, but polymerization was extended to 40 seconds. Depth of polymerization were measured with caliper. The results were as follows. 1) Of the two time exposures, 40-second exposure provided a significantly greater depth of polymerization than 20-second for each light with each material. 2) Durafill-Translux system showed minimum depth of polymerization, and Plurafil-Pluraflex system showed maximum depth of polymerization. 3) Visible light irradiating appliances were able to harden the resins cured by tire visible lights of other makers' apparatuses. 4) In all circumstances, depth of polymerization was between 3.0-3.8mm.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.543-546
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• 2002

This paper discussed micro - structure of skin concrete to understand transport properties from surface and seek thickness from surface which is seriously influenced on durability. Concrete at nearer surface has high porosity relative to inner concrete. The porosity of concrete and ISAT value at region from surface to 20 mm depth is decreased with depth. On the other hand, according to the result of ASTM C 1202 with specimen thickness, critical depth which affects fast ionic penetration through interfacial transition zone (ITZ) equals 35mm and the critical depth would be directly influenced by the effects of ITZ on chloride diffusion unrelated with W/C ratio.

• 상하수도학회지
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• 제8권3호
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• pp.41-50
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• 1994

The depth of sewers in residential complexes was determined to prevent the separated sewers from misconnection between storm sewer and sanitary sewer, and from the submersion of the basement by minimizing the phenomenon of backwater when it rains. In residential complexes, main causes of the submersion were the misconnection of sewers, rising of the backwater level at outfall in sewer system, poor maintenance of sewers, and lacking in their cross section. Minimum depth of sewers should be over 1.2~1.5m. According to the economic analysis, the depth of 1.5m~3.0m was appropriate for minimizing the submersion of basements and for making the disposal of domestic wastewater more easily.

• 반도체디스플레이기술학회지
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• 제10권3호
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• pp.99-103
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• 2011

The stereoscopic vision system is the algorithm to obtain the depth of target object of stereo vision image. This paper presents an efficient disparity matching method using blue edge filter and graph cut algorithm. We do recommend the use of the simple sobel edge operator. The application of B band sobel edge operator over image demonstrates result with somewhat noisy (distinct border). The basic technique is to construct a specialized graph for the energy function to be minimized such that the minimum cut on the graph also minimizes the energy (either globally or locally). This method has the advantage of saving a lot of data. We propose a preprocessing effective stereo matching method based on sobel algorithm which uses blue edge information and the graph cut, we could obtain effective depth map.

• Journal of information and communication convergence engineering
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• 제11권2호
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• pp.139-146
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• 2013

This paper proposes a new spatial filtering approach for increasing the depth-of-field (DOF) of imaging systems, which is very useful for obtaining sharp images for a wide range of axial positions of the object. Many different techniques have been reported to increase the depth of field. However the main advantage in our method is its simplicity, since we propose the use of purely absorbing beam-shaping elements, which allows a high focal depth with a minimum modification of the optical architecture. In the filter design, we have used the analogy between the axial behavior of a system with spherical aberration and the transverse impulse response of a 1D defocused system. This allowed us the design of a ring-shaded filter. Finally, experimental verification of the theoretical statements is also provided.

• Structural Engineering and Mechanics
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• 제89권3호
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• pp.301-308
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• 2024

Concrete carbonation is a continuous and slow process from the outside to the inside, in which its penetration slows down with the increased depth of carbonation. In this paper, the results of the evaluation of the measurement of concrete carbonation depth using a non-destructive ultrasonic testing method are presented. According to the results, the relative nonlinear parameter caused more sensitivity in carbonation changes compared to Rayleigh's fuzzy velocity. Thus, the acoustic nonlinear parameter is expected to be applied as a quantitative index to recognize carbonation effects. In this research, combo diagrams were developed based on the results of ultrasonic testing and the experiment to determine carbonation depth using a phenolphthalein solution, which could be considered as instructions in the projects involving non-destructive ultrasonic test methods. The minimum and maximum accuracy of this method were 89% and 97%, respectively, which is a reasonable range for operational projects. From the analysis performed, some useful expressions are found by applying the regression analysis for the nonlinearity index and the carbonation penetration depth values as a guideline.

• Ocean Systems Engineering
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• 제14권2호
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• pp.141-156
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• 2024

The turbine system converts the kinetic energy of water flow to electricity by rotating the rotor in a restricted waterway between the seabed and free surface. A turbine system's immersion depth and rotation direction are significantly critical in the turbine's performance along with the shape of the rotor. This study has investigated the hydrodynamic performance of the Savonius hydrokinetic turbine (SHT) according to the immersion depth and rotation direction using computational fluid dynamics (CFD) simulations. The instantaneous torque, torque coefficient, and power coefficients are calculated for the immersion ratios Z/D ranging [0.25, 3.0] and both clockwise (CW) and counterclockwise (CCW) rotations. A flow visualization around the rotor is shown to clarify the correlation between the turbine's performance and the flow field. The CFD simulations show that the CCW rotation produces a higher power at shallow immersion, while the CW rotation performs better at deeper immersion. The immersion ratio should be greater than the minimum of Z/D=1.0 to obtain the maximum power production regardless of the rotation direction.