• Journal of the Korean Data and Information Science Society
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• 제28권1호
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• pp.143-152
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• 2017

블럭내의 완전랜덤화 제약은 하나의 블럭이 여러 실험구로 분할되는 분할요인모형으로 해결할 수 있다. 본 연구는 $3{\times}3$ 분할요인모형에서 두 주요인 및 하나의 블럭이 모두 고정일 경우에는, 실제로 존재하는 효과크기가 작을수록 혹은 검정대상의 요인효과 크기보다 검정대상 이외의 효과들의 크기가 상대적으로 작을수록 주구요인효과 및 세구요인효과 검정을 위한 순위변환 통계량의 검정력은 기존의 모수적 통계량의 검정력보다 뛰어남을 알 수 있다. 또한 모집단 모형의 오차항이 지수분포 및 이중지수분포일 때 효과크기 및 효과구성유형에 상관없이 거의 모든 상황하에서 순위변환 통계량의 검정력이 모수적 통계량의 검정력보다 상대적으로 높은 우위를 보이며, 정규분포 및 균일분포하에서는 상당히 유사한 수준을 나타낸다. 한편 두 주요인은 고정이나 하나의 블럭이 랜덤일 경우에는, 두 주요인 및 블럭이 모두 고정일 경우보다 모수적 통계량 및 순위변환 통계량의 검정력은 각각 낮은 수준을 보인다. 특히 주구요인효과 검정보다 세구요인효과 검정을 위한 모수적 통계량 및 순위변환 통계량의 검정력이 다소 낮은 수준임을 보이지만, 순위변환 통계량의 검정력은 모수적 통계량의 검정력에 비하여 높은 상대적 검정력 우위를 나타낸다.

• 한국자기학회지
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• 제12권5호
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• pp.174-178
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• 2002

미소결함을 가진 금속체에 교류자기장을 인가하면 결함부근에는 와전류의 분포가 달라져 이에 의해 금속체를 관통하는 교류자기장은 결함부근에서 차이를 가진다. 이 교류자기장을 비정질 와이어로 된 센서헤드로 측정하여 센서헤드의 유기전압 크기로부터 결함 유무를 검출하는 방법에 대해 검토하였다. 비정질 와이어는 Co-based재료로 자왜가 거의 0이며 고투자율 자성체이고 비정질 와이어는 길이가 15mm, 직경이 100$\mu\textrm{m}$인 원주형 자성체이다. 실험대상 금속체로 0.5mm의 단일 직선 갭을 가진 두께 1mm의 동판과 0.1mm의 갭이 규칙적으로 배열된 두께 25$\mu\textrm{m}$의 Al 판를 이용하였다. 스파이럴 코일에 인가하는 교류자기장의 주파수는 100KHz~600KHz였다. 본 실험의 결과에서 동판에서는 유기전압의 최대치와 최소치의 차가 약 2.5㎷ 얻어졌고, Al판에서는 500KHz에서 0.4㎷가 얻어져 직선 갭의 유무를 유기전압의 크기만으로 확인할 수 있었다.

• Structural Engineering and Mechanics
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• 제48권4호
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• pp.501-518
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• 2013

Apart from thinning of cortical layers, the local bone curvature, varying along bone periphery, modulates ultrasound waves as well, which is however often underestimated or overlooked in clinical quantitative ultrasound (QUS). A dedicated three-dimensional finite element modelling technique for cortical bones was established, for quantitatively exploring and calibrating the effect of local curvature of cortical bone on ultrasound. Using a correlation-based mode extraction technique, high-velocity group (HVG) and low-velocity group (LVG) wave modes in a human radius were examined. Experimental verification using acrylic cylinders and in vitro testing using a porcine femur were accomplished. Results coherently unravelled the cortical curvature exerts evident influence on bone-guided ultrasound when RoC/${\lambda}$ <1 for HVG mode and RoC/${\lambda}$ <2 for LVG mode (RoC/${\lambda}$: the ratio of local bone curvature radius to wavelength); the sensitivity of LVG mode to bone curvature is higher than HVG mode. It has also been demonstrated the local group velocity of an HVG or LVG mode at a particular skeletal site is equivalent to the velocity when propagating in a uniform cylinder having an outer radius identical to the radius of curvature at that site. This study provides a rule of thumb to compensate for the effect of bone curvature in QUS.

• Geomechanics and Engineering
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• 제3권4호
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• pp.291-321
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• 2011

The paper describes a simple numerical FLAC model that was developed to simulate the dynamic response of two instrumented reduced-scale model reinforced soil walls constructed on a 1-g shaking table. The models were 1 m high by 1.4 m wide by 2.4 m long and were constructed with a uniform size sand backfill, a polymeric geogrid reinforcement material with appropriately scaled stiffness, and a structural full-height rigid panel facing. The wall toe was constructed to simulate a perfectly hinged toe (i.e. toe allowed to rotate only) in one model and an idealized sliding toe (i.e. toe allowed to rotate and slide horizontally) in the other. Physical and numerical models were subjected to the same stepped amplitude sinusoidal base acceleration record. The material properties of the component materials (e.g. backfill and reinforcement) were determined from independent laboratory testing (reinforcement) and by back-fitting results of a numerical FLAC model for direct shear box testing to the corresponding physical test results. A simple elastic-plastic model with Mohr-Coulomb failure criterion for the sand was judged to give satisfactory agreement with measured wall results. The numerical results are also compared to closed-form solutions for reinforcement loads. In most cases predicted and closed-form solutions fall within the accuracy of measured loads based on ${\pm}1$ standard deviation applied to physical measurements. The paper summarizes important lessons learned and implications to the seismic design and performance of geosynthetic reinforced soil walls.

• 천문학회보
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• 제39권2호
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• pp.54-54
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• 2014

We use dense redshift surveys of nine galaxy clusters at z ~ 0.2 to compare the galaxy distribution in each system with the projected matter distribution from weak lensing. By combining 2087 new MMT/Hectospec redshifts and the data in the literature, we construct spectroscopic samples within the region of weak-lensing maps of high (70-89%) and uniform completeness. With these dense redshift surveys, we construct galaxy number density maps using several galaxy subsamples. The shape of the main cluster concentration in the weak-lensing maps is similar to the global morphology of the number density maps based on cluster members alone, mainly dominated by red members. We cross correlate the galaxy number density maps with the weak-lensing maps. The cross correlation signal when we include foreground and background galaxies at 0.5zcl < z < 2 zcl is 10 - 23% larger than for cluster members alone at the cluster virial radius. The excess can be as high as 30% depending on the cluster. Cross correlating the galaxy number density and weak-lensing maps suggests that superimposed structures close to the cluster in redshift space contribute more significantly to the excess cross correlation signal than unrelated large-scale structure along the line of sight. Interestingly, the weak-lensing mass profiles are not well constrained for the clusters with the largest cross correlation signal excesses (>20% for A383, A689 and A750). The fractional excess in the cross correlation signal including foreground and background structures could be a useful proxy for assessing the reliability of weak-lensing cluster mass estimates.

• 비파괴검사학회지
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• 제28권2호
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• pp.137-143
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• 2008

안경용 구면 렌즈는 굴절력에 따라 (+)디옵터와 (-)디옵터 렌즈로 구분할 수 있다. 렌즈에 가해지는 외부 열원에 의해서 생기는 열변형은 디옵터의 종류에 따라 다르게 나타난다. 본 논문에서는 빛의 가간섭성을 이용하여 물체의 변형을 비접촉으로 정확하게 측정할 수 있는 전자처리 스페클법을 이용하여 렌즈에 발생되는 열변형을 정량적으로 측정하였다. 외부 열원에 의한 온도 분포의 측정은 실시간 비접촉으로 온도를 측정할 수 있는 적외선 열화상 카메라를 사용하였다. 실험은 총 14종의 플라스틱 상용 안경 렌즈를 대상으로 수행하였다. 동일한 온도차에서 (+)디옵터 렌즈의 경우에는 디옵터의 증가에 따라서 열변형량이 증가하였다. 반면에 (-)디옵터 렌즈는 디옵터의 증가와 관계없이 열변형량이 거의 선형적이었다. 또한 동일한 디옵터에서 (+)디옵터 렌즈의 열변형량이 (-)디옵터 렌즈의 열변형량 보다 작았다. 따라서 본 논문에서는 렌즈에 열이 가해지는 경우 렌즈의 열변형량을 정량적으로 측정할 수 있음을 확인하였다.

• Steel and Composite Structures
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• 제7권4호
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• pp.339-354
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• 2007

Arched Corrugated Steel Roof (ACSR) is a kind of thin-walled steel shell, composing of arched panels with transverse small corrugations. Four full-scale W666 ACSR samples with 18m and 30m span were tested under full and half span static vertical uniform loads. Displacement, bearing capacities and failure modes of the four samples were measured. The web and bottom flange in ACSR with transverse small corrugations are simplified to anisotropic curved plates, and the equivalent tensile modulus, shear modulus and Poisson's ratio of 18m span ACSR were measured. Two 18 m-span W666 ACSR samples were analyzed with the Finite Element Analysis program ABAQUS. Base on the tests, the limit bearing capacity of ACSR is low, and for half span loading, it is 74-75% compared with the full span loading. When the testing load approached to the limit value, the bottom flange at the sample's bulge place locally buckled first, and then the whole arched roof collapsed suddenly. If the vertical loads apply along the full span, the deformation shape is symmetric, but the overall failure mode is asymmetric. For half span vertical loading, the deformation shape and the overall failure mode of the structure are asymmetric. The ACSR displacement under the vertical loads is large and the structural stiffness is low. There is a little difference between the FEM analysis results and testing data, showing the simplify method of small corrugations in ACSR and the building techniques of FEM models are rational and useful.

• 비파괴검사학회지
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• 제20권6호
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• pp.555-561
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• 2000

다양한 기계가공 결함을 유기한 공칭 외경 100mm의 덕타일 주철관을 대상으로 원거리장 와전류 검사를 수행하였다. 상수도 배수관으로 사용되는 주철관은 제조 단계의 큰 허용 오차 때문에 두께가 일정하지 않고 단면이 비대칭적인 특징을 지니므로, 원거리장 와전류 탐상 신호에는 배관 축방향에 걸친 장범위 잡음이 존재하게 된다. 본 논문에서는 장범위에 걸친 배경잡음을 효과적으로 제거하기 위하여 이동구간 평균법을 응용하였고, 결함의 깊이와 원주방향 정도를 정량적으로 평가하기 위하여 voltage plane 극좌표 (VPPP) 방법을 활용하였다. 이동구간 평균처리로서 신호비를 일차적으로 향상시킨 다음 VPPP 기법을 이용하여 결함신호를 얻은 결과, 결함신호가 VPPP상의 기준점에서 x 축과 이루는 각이 결함 깊이와 직선적인 상관 관계가 있음을 확인하였다. 따라서 배관과 동축으로 놓인 탐촉코일을 이용한 원거리장 와전류 검사로서 매설 상수도 배관 내 외부에 존재하는 부식결함을 비파괴 정량평가할 수 있는 기반을 구축하였다.

• Wind and Structures
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• 제28권3호
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• pp.181-190
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• 2019

Light-frame wood structures have the ability to carry gravity loads. However, their performance during severe wind storms has indicated weakness with respect to resisting uplift wind loads exerted on the roofs of residential houses. A common failure mode observed during almost all main hurricane events initiates at the roof-to-wall connections (RTWCs). The toe-nail connections typically used at these locations are weak with regard to resisting uplift loading. This issue has been investigated at the Insurance Research Lab for Better Homes, where full-scale testing was conducted of a house under appropriate simulated uplift wind loads. This paper describes the detailed and sophisticated numerical simulation performed for this full-scale test, following which the numerical predictions were compared with the experimental results. In the numerical model, the nonlinear behavior is concentrated at the RTWCs, which is simulated with the use of a multi-linear plastic element. The analysis was conducted on four sets of uplift loads applied during the physical testing: 30 m/sincreased by 5 m/sincrements to 45 m/s. At this level of uplift loading, the connections exhibited inelastic behavior. A comparison with the experimental results revealed the ability of the sophisticated numerical model to predict the nonlinear response of the roof under wind uplift loads that vary both in time and space. A further component of the study was an evaluation of the load sharing among the trusses under realistic, uniform, and code pressures. Both the numerical model and the tributary area method were used for the load-sharing calculations.

• Nuclear Engineering and Technology
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• 제54권9호
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• pp.3272-3282
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• 2022

To improve the safety and life extension qualities of nuclear fuel rods which is currently made of zirconium (Zr) alloy, research on the application of chromium (Cr) coating was conducted. Cr coating has advantages such as increased corrosion resistance and reduced oxidation rate, but non-destructive thickness evaluation studies are needed to ensure the reliability of the steps taken to provide uniform coating thickness. Eddy current testing (ECT) is a representative non-destructive technique for such as thickness evaluation and surface defect inspection. To inspect changes in thickness at micron scale, the Swept Frequency Eddy Current Testing (SFECT) method was applied to select a frequency range sensitive to changes in thickness. The coating thickness was evaluated using changes in signals, such as that for impedance. In this study, basic research was performed to evaluate the thickness of the Cr coating on a rod using an encircling sensor and the SFECT technique. The sensor design parameters were determined through simulation, after which the new sensor was manufactured. A sensor capable of measuring the thickness of a non-uniformly Cr-coating rod was selected through an experiment evaluating the performance of the manufactured sensor. This was done using the impedance-difference of a Cr-coating rod and a Zr alloy rod. The possibility of evaluation of the Cr coating thickness was confirmed by comparing the experimental results with the selected sensor and the signals of the measured Cr-coating rod. All simulation results were verified experimentally.