• 한국융합학회논문지
• /
• 제13권3호
• /
• pp.203-216
• /
• 2022

본 연구에서는 COVID-19의 영향과 온라인 시장을 중심으로 구매패턴이 변화하는 현 경영환경의 시대에서 온라인 배송업체의 구매정보와 상품정보를 기반으로 군집분석과 연관성 분석을 실시하였다. 고객군집, 상품군집, 그리고 교차결합을 통해 데이터를 세분화시켜 결합군집을 생성하여 학문적으로 새로운 방안의 군집분석을 시도하였으며, 각각의 군집분석 결과를 토대로 연관성 분석을 하였다. 연관성 분석 결과, 상대적으로 결합군집에서 더 많은 연관 규칙이 도출 되었으며, 중복률은 더 적은 것으로 분석되어 효율성이 매우 높은 것으로 나타났다. 이는 고객의 니즈에 맞게 상품을 추천하기 위해서는 결합군집이 가장 적합한 모델이라고 판단된다. 결합군집 모델은 소비자에겐 시간 절약과 유용한 정보를 제공하면서, 해당 업체에는 판매량을 증가시키는 등의 긍정적인 효과를 가져올 것으로 사료된다. 향후 연구과제로써, 다양한 특성을 갖고 있는 다수의 온라인 배송업체들을 대상으로 비교·분석한다면 좀 더 명확하고 유의미한 연구결과를 도출할 수 있을것으로 기대된다.

• Nuclear Engineering and Technology
• /
• 제52권12호
• /
• pp.2733-2742
• /
• 2020

This paper presents an assessment of applicability of the multigroup cross sections generated with Monte Carlo tools to the fast reactor analysis based on transport calculations. 33-group cross section sets were generated for simple one- (1-D) and two-dimensional (2-D) sodium-cooled fast reactor problems using the SERPENT code and applied to deterministic steady-state and depletion calculations. Relative to the reference continuous-energy SERPENT results, with the transport corrected P₀ scattering cross section, the k-eff value was overestimated by 506 and 588 pcm for 1-D and 2-D problems, respectively, since anisotropic scattering is important in fast reactors. When the scattering order was increased to P₅, the 1-D and 2-D problem errors were increased to 577 and 643 pcm, respectively. A sensitivity and uncertainty analysis with the PERSENT code indicated that these large k-eff errors cannot be attributed to the statistical uncertainties of cross sections and they are likely due to the approximate anisotropic scattering matrices determined by scalar flux weighting. The anisotropic scattering cross sections were alternatively generated using the MC²-3 code and merged with the SERPENT cross sections. The mixed cross section set consistently reduced the errors in k-eff, assembly powers, and nuclide densities. For example, in the 2-D calculation with P3 scattering order, the k-eff error was reduced from 634 pcm to -223 pcm. The maximum error in assembly power was reduced from 2.8% to 0.8% and the RMS error was reduced from 1.4% to 0.4%. The maximum error in the nuclide densities at the end of 12-month depletion that occurred in ²³⁷Np was reduced from 3.4% to 1.5%. The errors of the other nuclides are also reduced consistently, for example, from 1.1% to 0.1% for ²³⁵U, from 2.2% to 0.7% for ²³⁸Pu, and from 1.6% to 0.2% for ²⁴¹Pu. These results indicate that the scalar flux weighted anisotropic scattering cross sections of SERPENT may not be adequate for application to fast reactors where anisotropic scattering is important.

• 항공우주시스템공학회지
• /
• 제18권1호
• /
• pp.21-28
• /
• 2024

본 논문에서는 회전익 블레이드의 단면 구조 정보를 통해 블레이드의 단면 강성을 예측하고, 재료 정보를 이용하여 단면 강성을 예측할 수 있는 심층 신경망 기반 네트워크 예측 모델의 설계 및 적절성 검토를 수행하였다. 재료 정보를 네트워크 입력으로 갖는 예측 모델의 경우, 블레이드 단면 부재 재료의 탄성 계수를 네트워크의 입력으로 고려하여 단면 강성을 예측하도록 설계하였다. 또한, 단면 구조 정보를 네트워크 입력으로 갖는 예측 모델의 경우, 블레이드의 단면을 구성하는 단면 부재의 위치와 두께 정보를 네트워크 입력으로 고려하여 단면 강성을 예측하도록 설계하였다. 각 예측 모델은 심층신경망 구조를 기반으로 설계하였으며, 단면 해석 프로그램인 KSAC2D를 통한 단면 해석 결과를 네트워크의 훈련 및 검증 데이터로 사용하였다.

• International Journal of Precision Engineering and Manufacturing
• /
• 제8권2호
• /
• pp.59-63
• /
• 2007

We propose a controller design analysis for a cross-coupling control system, which is essential for achieving high contouring accuracy in multi-axis CNC systems. The proposed analysis combines three axial controllers for each individual feed drive system together with a cross-coupling controller at the beginning of the design stage in an integrated manner. These two types of controllers used to be separately designed and analyzed since they have different control objectives. The proposed scheme is based on a mathematical formulation of a three-dimensional contour error model and includes a stability analysis for the overall control system and a performance analysis in terms of contouring and tracking accuracy at steady state. A computer simulation was used to demonstrate the validity of the proposed methodology. The performance variation was investigated under different operating conditions and controller gains, and a design range was elicited that met the given performance specifications. The results provide basic guidelines in systematic and comprehensive controller designs for multi-axis CNC systems. A cross-coupling control system was also implemented on a PC-based three-axis CNC testbed, and the experimental results confirmed the usefulness of the proposed control system in terms of contouring accuracy.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2000년도 토목섬유 특별세미나
• /
• pp.9-16
• /
• 2000

Applicability of the cross shaped drain in a soft clay ground is examined using the laboratory discharge capacity test, column consolidation test and 3-D numerical flow analysis. The equivalent diameter of the tested drains is back-calculated from the laboratory experiment and compared with those calculated from the formula suggested in the literature. The effective range of the cross shaped drain about the discharge capacity and coefficient of permeability is analyzed. The results of numerical analysis show that the cross shaped drain which has a cross-sectional area twice of the band shaped drain can reduce the consolidation time by 30% from that for the band shaped drain in a soft clay ground that K is over 1${\times}$10$\^$-7/cm/sec

• 한국군사과학기술학회지
• /
• 제10권3호
• /
• pp.16-24
• /
• 2007

The high-frequency analysis method of back-scattering cross section spectrum of rotating targets is established. The time history of the back-scattering cross section is calculated using a quasi-stationary approach, based on a physical optics and a physical theory of diffraction, combining an adaptive triangular beam method to consider the shadow effect. And the spectra of back-scattering cross section by the Doppler effect are analyzed applying a simple fast Fourier transform method to its time history. The numerical calculation for rotating targets, such as rotating metal plates and underwater propeller, are carried out. The time history appears to be periodic with respect to the number of wings. The backscattering cross section spectrum level and its frequency shift are dependent on the rotating speed, direction, and the shape of the targets.

• Structural Engineering and Mechanics
• /
• 제73권1호
• /
• pp.75-82
• /
• 2020

In this study, the problem of torsion of bars with open cross section surrounded by corrugated boundaries is analyzed. An approximate analytical solution is given using perturbation technique. First, the stress analysis for circular open cross-section for arbitrary opening angle is formulated and the problem is analytically solved. Second, the open cross-section with corrugated cross section is analyzed using perturbation method. First order contributions to the stresses and the torques have been added. The results have been exemplified and compared by considering special examples.

• 한국의류산업학회지
• /
• 제2권4호
• /
• pp.360-365
• /
• 2000

This research is the trial for the computation of the ease-rate for the bodice pattern. The result of the analysis about the cross section figures of garment space by using a 3-D measuring instrument is that: The garment space of each bodice by each body size is definite. In the figure of cross section of the basic lines, an area of cross section of garment space and length of cross section of garment space are not increased in proportion to an area of cross section of the body. The ease rate is the same no matter that flat-rate of the body is same or different. The ease-rate is computed by length of cross section of garment space that is in proportion to the radius of the body.

• 한국경영과학회지
• /
• 제32권2호
• /
• pp.163-175
• /
• 2007

[ $ulcorner$ ]Cost-Effectiveness Analysis$\lrcorner$ has been wifely used to evaluate economic efficiency of R&D projects, but most of cost-effectiveness evaluation systems have some problems such as systematic method for setting and evaluating cost factors, estimation of single effect on each R&D project, and estimation of cross effects among R&D projects. To solve these problems, we have designed a new evaluation indicator called a $ulcorner$Cost-Cross Effect Integration Indicator$lrcorner$ including cross effects developed in this research. The major research findings are summarized as follows : (1) $ulcorner$Coist Estimation Model$lrcorner$, which estimates the cost factors divided into two classes of assembly product and system product and then integrates the total cost values, has been designed. (2) A new method for estimating parameters of cross effects among R&D projects has been developed. (3) $ulcorner$Cross Effects Estimation Model$lrcorner$ to estimate multi-effects and cross effects by completion time among several projects has been designed. (4) $ulcorner$Integration Estimation Indicator$lrcorner$ for setting priority on a project group has been extracted by combination of total cost value and total effect value.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2010년도 춘계 학술발표회
• /
• pp.862-870
• /
• 2010

This thesis has been researched on optimized design method for the total cross section of embankment considering the fact that the size of embankment cross section is directly related with economic efficiency when dam designing. In general, embankment cross section of fill dam is either determined by cohesion and angle of internal friction, a strength parameter of embankment materials or by permeability of embankment. Therefore the size of embankment cross section depending on strength parameter of embankment materials was determined by using MIDAS-GTS program through stress-seepage coupled analysis at the time of fill dam design. As a result, determination of embankment cross section was more affected by the size of central core and permeability rather than by slope stability by shear strength and it was revealed that in case of embankment height being over 20m, stability against infiltration and slope action could be secured only when embankment slope is at least over 1:2.5. In addition, it was also revealed that in case of making the size of central core exceeding specification standard, total cross section of embankment could be reduced considerably and at the time of embankment design, adequate size and appropriateness of embankment cross section could be determined with referring the table suggested by this study.