• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.3B
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• pp.259-267
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• 2009

Generalized Extreme Value (GEV) distribution is recommended for flood frequency and extreme rainfall distribution in many country. L-moment method is the most common estimation procedure for the GEV distribution. In this study, the relationships between the cross-site correlations between extreme events and the cross-correlation of estimators of L-moment ratios (L-moment Coefficient of Variation (L-CV) and L-moment Coefficient of Skewness (L-CS)) for data generated from GEV distribution were derived by Monte Carlo simulation. Those relationships were fit to the simple power function. In this Monte Carlo simulation, GEV+ distribution were employed wherein unrealistic negative values were excluded. The simple power models provide accurate description of the relationships between cross-correlation of data and cross-correlation of L-moment ratios. Estimated parameters and accuracies of the power functions were reported for different GEV distribution parameters combinations. Moreover, this study provided a description about regional regression approach using Generalized Least Square (GLS) regression method which require the cross-site correlation among L-moment estimators. The relationships derived in this study allow regional GLS regression analyses of both L-CV and L-CS estimators that correctly incorporate the cross-correlation among GEV L-moment estimators.

• Transactions of the Korean Society of Mechanical Engineers
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• v.7 no.2
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• pp.226-232
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• 1983

회전수를 용접변수로 했을 때 이종강봉 및 이종강관의 마찰용접에 있어서 소성변형중에 발생한 AE(acoustic emission)량과 용접후의 냉각중에 발생한 AE량의 총량을 측정해석하고, 용접표면상 에 0.635mmR의 반원 노치를 가공했을 때의 용접부 인장강도를 구하여, AE총량과 용접부강도와 의 상관관계실험식 모델을 만들었고, 이들과 관계계산식과의 비교 조사와 95%신뢰성을 검증하였 고, 이종강의 마찰용접 중에 용접강도와 품질을 검토관리할 수 있는 기본자료가 되게 하였다.

• Journal of the korean veterinary medical association
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• v.20 no.1
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• pp.49-61
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• 1984

The purpose of the experiment was to clarify morphologically normal growth pattern of male reproductive organ in heavy meat breed rooster. The observations were composed of normal growth in weight of whole body, comb, testis and pituitary glands and of hi

• Transactions of the Korean Society of Mechanical Engineers B
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• v.36 no.6
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• pp.571-578
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• 2012

In this paper, an experimental investigation is performed to estimate the thermal performance of a natural convective heat sink with plate fins subject to the uniform wall temperature condition. Extensive experiments are performed with various input powers, fin spacings, and heights of the natural convective heat sinks with plate fins. In particular, the effect of the inclination angle on the thermal performance of the heat sink is studied. In order to validate the experimental data, the experimental results are compared with results from previous studies. Based on the experimental results, the appropriate ranges of the previous correlations between the input power, the fin spacing, the fin height, and the inclination angle for the natural convective heat sink with plate fins are evaluated.

• Journal of the Korean GEO-environmental Society
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• v.25 no.10
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• pp.11-18
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• 2024

For fine grained soils of 10 samples around coast areas in Korea, classified into three regions of West Coast, Kyungnam and Jeonnam, settling-consolidation tests of 161 were performed to evaluate characteristics of sedimentation and consolidation during dredging and reclamation and characteristic values proposed from Yano's method (1985) were used to analyze and assess their characteristics in this research. The settling-consolidation tests with columns of 1m in height were performed, changing initial water content and initial height of slurry, for 4, 3, and 3 samples from regions of West Coast, Kyungnam, and Jeonnam respectively. From test results effect of initial water content on coefficient of consolidation-sedimentation and initial velocity of sedimentation were analyzed, and regression equations having correlation between them were derived. The void ratios at initiating consolidation were analyzed on each samples and suggested regression equations for three regions. In addition, as a result of analyzing relation between initial void ratio of slurry and void ratio at initiating selfweight consolidation, expected ranges of void ratio at initiating consolidation for fine-grained soils from three regions of Korea coast could be proposed.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.36 no.6
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• pp.583-591
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• 2012

Plate heat exchangers have been widely used in many industrial applications because of their compactness and high efficiency. Even though plate heat exchangers have been investigated extensively, studies on the effects of geometric parameters other than the chevron angle are very limited in the open literature. In this study, the effects of the chevron angle, corrugation length, corrugation depth, and the number of plates on the heat transfer and pressure drop characteristics of plate heat exchangers were investigated experimentally. Based on the experimental results, empirical correlations were proposed. More than 95% of the predictions made based on the correlations had relative deviations of less than ${\pm}10%$ when compared with the measured data.

• Geotechnical Engineering
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• v.7 no.4
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• pp.25-34
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• 1991

In this study, relationships between CBR values tested by Korean Standards (KS CBR) and the elastic moduli from CU compression tests are developed for the subgrade soils. Triaxial compression and KS CBR tests are carried out on five types of samples from 15 points in Korean ezpressways. Triaxial compression tests are performed under 3 types of coifining pressures to generalize the CBR -elastic modulus relationship as functions of confining pressured and mean principal stresses. From the regression analyses of experimental results, equations for relationships between the KS CBR and elastic moduli of roadbed Boils are proposed. An equation for the relation- ship between the KS CBR and the maximum dry density of roadbed soil is also proposed.

• Journal of the Korea Institute of Building Construction
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• v.19 no.3
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• pp.229-237
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• 2019

This study examines the estimation of strength through a ultra-high strength concrete mock-up specimen using the rock compressive strength test hammer. According to the test result, the commonly used strength estimation formulae showed differences among them when the data of this test were applied. In additional, it show that these formulae underestimated the actual measurements further when the compressive strength was 30MPa or greater and deviated the distribution range of actual measurements in all strength ranges. The rock test hammer showed a higher correlation than type N Schmidt hammer regardless of the direction of hit for each type of W/B and the inclusion of coarse aggregate, and mortar showed a little higher correlation than concrete. As a result, it can be suggested that the coefficient of variation and the standard deviation of the mortar(2.26%/1.36) are lower than those of the concrete(4.06%/2.5), and the smaller the size of the coarse aggregate, the smaller the coefficient of variation and the more accurate the value.

• Proceedings of the Korean Vacuum Society Conference
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• 2010.02a
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• pp.313-313
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• 2010

AZO 박막 증착에 있어 증착변수간의 상관관계에 대한 연구가 미비하였는데 이번 실험에서는 증착조건 변수 중에서 DC 파워와 온도가 박막성장의 영향과 이들의 상관관계에 대해 알아보고자 한다. 3mtorr의 압력과 150, $230^{\circ}C$의 온도를 각각 가변하는 것과 함께 파워를 1~5 kW까지 가변하였다. $150^{\circ}C$에서 파워를 증가하면 투과도는 향상되나 XRD에서의 상대적 크기는 오히려 감소한 것을 관찰하였다. 하지만 $230^{\circ}C$에서 파워를 증가하면 오히려 투과도가 감소하였다. 위 실험을 통해서 파워가 증가함에 따라 $150^{\circ}C$의 낮은 온도에서 상대적으로 입자의 가속에너지 및 충돌 에너지가 급격히 증가하여 Zn나 Al에 비해 O원자의 물리적 충돌이 늘어남으로써 남은 금속 원자들이 증착되어 투과도 감소와 함께 비저항 증가로 이어졌다. 그러나 $230^{\circ}C$의 상대적으로 높은 온도에서 파워를 가변 하였을 경우, 오히려 O원자의 잦은 충돌과 함께 산소원자의 부족으로 인해 투과도가 감소하며 박막성장을 하는데 있어 결정크기가 오히려 감소하여 비저항을 증가한 것을 알 수 있었다. 이로써 적절한 파워와 온도가 압력과 온도의 상관관계 못지않게 중요한 공정변수가 되며, 박막의 품질을 높이는데 상당한 기여를 하는 것을 확인하였다.

• Journal of the Korea Concrete Institute
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• v.24 no.4
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• pp.415-422
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• 2012

This paper analyzed seventy eight previous test results to evaluate bond strength of Near Surface-Mounted (NSM) FRP and prediction formulas previously proposed by researchers. The results showed that the most reliable bond strength prediction was the one proposed by Seracino, who considered the shape coefficient (ratio of width-thickness) and stiffness of FRP. However, the equation tended to underestimate the bond strength, especially serious when FRP bond length was relatively short, because the equation did not consider the effect of bond length. Based on the analysis of previous test results, the relation between bond length and bond strength and the group effect due to close proximity of FRPs were determined. Based on the findings, the Seracino's formula was modified and it's applicability was evaluated. The result showed that the suggested formula can be used effectively to predict the bond strength of NSM FRP.