• International Journal of CAD/CAM
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• 제12권1호
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• pp.9-19
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• 2012

Generation of optimum planar B-spline curve in terms of minimum deviation and required fairness to approximate a target shape defined by a strip-shaped unorganized 2D point cloud is studied. It is proposed to use the location of control points as variables within the geometric optimization framework of point distance minimization. An adaptive simulated annealing heuristic optimization algorithm is developed to iteratively update an initial approximate curve towards the target shape. The new implementation comprises an adaptive cooling procedure in which the temperature change is adaptively dependent on the objective function evolution. It is shown that the proposed method results in an improved convergence speed when compared to the standard simulated annealing method. A couple of examples are included to show the applicability of the proposed method in the surface model reconstruction directly from point cloud data.

• 열처리공학회지
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• 제31권1호
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• pp.1-5
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• 2018

This work demonstrated the application of an artificial neural network model for predicting the Jominy hardness curve by considering 13 alloying elements in low alloy steels. End-quench Jominy tests were carried out according to ASTM A255 standard method for 1197 samples. The hardness values of Jominy sample were measured at different points from the quenched end. The developed artificial neural network model predicted the Jominy curve with high accuracy ($R^2=0.9969$ for training and $R^2=0.9956$ for verification). In addition, the model was used to investigate the average sensitivity of input variables to hardness change.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.101-104
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• 2006

In the past study, the fragility curve for the evaluation of earthquake resistance and earthquake-related damage of concrete bearing wall structures were studied. The fragility curve represents the probability of being in or exceeding a given damage state such as Slight, Moderate, Extensive or Complete structural damage state, and is defined as a cumulative lognormal distribution. Each fragility curve is characterized by median and lognormal standard deviation values. We performed parametric pushover analysis for typical 12 and 24 stories apartment buildings. Based on the results, the fragility curves of concrete wall structures were standardized. Using the fragility curve, engineers can directly evaluate the probability of a damage state to a spectral displacement of interest.

• 천문학회보
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• 제44권2호
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• pp.54.1-54.1
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• 2019

We use iterative smoothing reconstruction method along with exploring in the parameter space of the light curves of the JLA supernova compilation (Joint Light-curve Analysis) to simultaneously reconstruct the expansion history of the universe as well as putting constrains on the light curve parameters without assuming any cosmological model. Our constraints on the light curve parameters of the JLA from our model-independent analysis seems to be closely in agreement with results assuming ΛCDM cosmology or using Chevallier-Polarski-Linder (CPL) parametrization for the equation of state of dark energy. This implies that there is no hidden significant feature in the data that could be neglected by cosmology model assumption. The reconstructed expansion history of the universe and properties of dark energy seems to be in good agreement with expectations of the standard ΛCDM model. Our results also indicate that the data allows a considerable flexibility for expansion history of the universe.

• 대한토목학회논문집
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• 제31권5B호
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• pp.475-481
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• 2011

유역관리제도로써 시행 중인 현재의 수질오염총량관리제도의 기준유량은 과거 10년 평균저수량을 적용하고 있으며, 오염총량관리 이행평가는 단위유역별 목표수질을 만족할 수 있는 부하량에 대한 관리를 통해 시행되고 있다. 현재의 단순화되고 평균화된 개념의 기준유량을 이용한 단위유역별 부하량 할당과 관리는 목표수질 달성이라는 규제 기준을 달성하기 위한 관리측면에서의 편리성은 있으나 유역관리를 통한 유역 혹은 수체의 건전한 회복과 평가를 통해 문제점을 도출하고 해결하고자 하는 근본적인 유역관리의 역할은 미흡하다. 동일한 수질 농도를 유지, 관리하기 위해서는 매시간, 매일 변동하는 유량, 즉 전체유량을 고려한 부하량 관리를 통해서만 하천 생태계의 건강성을 유지할 수 있으며 이를 위해서는 전체 유량 규모를 고려해야 한다. 전체 유량 규모를 고려한다는 의미는 자연 현상인 강우-유출에 의해 다양하게 변동되는 유량과 인위적인 조절 유량 등을 고려한 오염총량관리 기준 설정과 이러한 양상을 반영한 과학적, 합리적인 평가가 가능하다는 의미이다. 이에 본 연구에서는 전체 유량 규모가 고려되는 유량-부하량 상관곡선을 이용한 오염총량평가 기법을 개발하고 이를 낙동강 수질오염총량관리 단위유역에의 실적용을 통해 문제점과 개선방향을 도출하고 본 기법의 국내 오염총량관리의 부하량 할당 및 이행평가에의 적용 가능성을 평가하였다.

• 보존과학회지
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• 제37권5호
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• pp.451-463
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• 2021

본 연구에서는 금-구리합금 표준시료 4점을 대상으로 휴대용 X-ray fluorescence spectrometry(XRF) 검출기별 성분분석을 진행하였고, 그 결과를 바탕으로 ICP-OES 표준값이 기준인 검량선을 작성하여 정확도를 향상시키고자 하였다. 휴대용 XRF 분석 결과, 절대오차는 Au의 경우 0.3~3.7 wt%, Cu의 경우 0.2~8.2 wt%를 보였고, 오차범위와 표준편차가 검출기마다 차이를 보이는 것을 확인할 수 있었다. 또한 검량선을 작성하여 교정한 결과, Au의 상대오차율은 최대 9.8%에서 3.5%로, Cu의 상대오차율은 최대 14%에서 3.7%로 감소하여 정확도가 향상된 것을 알 수 있었다. 이를 바탕으로 미지시료를 활용한 검량선 정확도 재확인 실험을 수행하였고, 미지시료의 측정값이 검량선 범위 안에 포함된다는 것을 확인할 수 있었다. 따라서 금속문화재의 성분을 정확하게 분석하기 위해서는 유물에 적합한 검출기인지 확인한 후에 각 원소에 대한 검량선을 작성하여 교정해주는 것이 필요하다고 판단된다.

• 한국임상수의학회지
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• 제33권2호
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• pp.97-101
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• 2016

In the field of clinical medicine, diagnostic accuracy studies refer to the degree of agreement between the index test and the reference standard for the discriminatory ability to identify a target disorder of interest in a patient. The receiver operating characteristic (ROC) curve offers a graphical display the trade-off between sensitivity and specificity at each cutoff for a diagnostic test and is useful in assigning the best cutoff for clinical use. In this end, the ROC curve analysis is a useful tool for estimating and comparing the accuracy of competing diagnostic tests. This paper reviews briefly the measures of diagnostic accuracy such as sensitivity, specificity, and area under the ROC curve (AUC) that is a summary measure for diagnostic accuracy across the spectrum of test results. In addition, the methods of creating an ROC curve in single diagnostic test with five-category discrete scale for disease classification from healthy individuals, meaningful interpretation of the AUC, and the applications of ROC methodology in clinical medicine to determine the optimal cutoff values have been discussed using a hypothetical example as an illustration.

• Computers and Concrete
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• 제16권1호
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• pp.179-190
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• 2015

An experimental program has been carried out to investigate the effect of edge-slope on compressive strength of concrete specimens. In this study, effect of such slope was investigated by testing 100 standard cylinder specimens and 40 standard cubes. When molds are put on a slanted place, wet concrete starts to flow through the open end of mold. It keeps flowing until it reaches to a parallel surface with the place over which it was placed. That creates a sloped surface over the loading area. Experimental results revealed significant relationships between failure loads and slope of loading surface for cylinders. Angled cracks occurred in sloped cylinder specimens. Tension cracks occurred in cube specimens. Fracture mechanisms were also evaluated by using finite element analyses approach. Experiments yielded an exponential curve with bandwidth for cylinders. Average value of curve is $y={\frac{\pi}{2}}e^{-cf}$ between slope and compressive strength. Inclination is much effective parameter for cylinders than cubes.

• 한국압력기기공학회 논문집
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• 제11권1호
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• pp.39-44
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• 2015

The fracture toughness of 2.25Cr-1Mo cast steel (SA217-WC9) samples which were taken from the check valves of feed water piping of Korean Standard Nuclear Power Plant(KSNPP) was measured by Master Curve method. The measured $T_0$ reference temperature of SA217-WC9 steel was $-30^{\circ}C$. The obtained $T_0$ was compared to the derived value from Charpy impact test data following to SINTEP procedure. The heat-to-heat variation in fracture toughness of SA217-WC9 steel was observed. It was found that the low toughness of a heat of SA217-WC9 steel was attributed to the coarse MnS inclusion originated by high sulfur content as the results of microanalyses.

• 한국공간구조학회논문집
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• 제15권4호
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• pp.91-98
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• 2015

This paper has proposed a reinforcing method for damaged RC columns with SRF sheets and Aramid rods. In order to verify the effectiveness and performance, two original columns and two reinforced columns with SRF sheets and Aramid rods were developed and tested under lateral cyclic displacement and a constant axial load. The test showed that the improvement of energy dissipation capacity was increased in terms of strength and ductility. In addition, an analytical modeling of the standard specimens was proposed using Response-2000 and ZeusNL program. The results of analytical and experimental studies for two standard columns were compared in terms of loading-displacement curve and energy dissipation capacity based on the nonlinear static analysis.