• Journal of the Korean Society for Marine Environment & Energy
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• v.9 no.2
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• pp.85-91
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• 2006

This study deals with the flow over a flat plate with repeated roughness elements of 2-dimensional rectangular shape, which can be applied into the study on the natural geographical roughness and the turbulent flow on roughened solid surface. Part 1 of the study showed that the ratio between the spacing and the height of roughness elements plays a crucial role in developing the flow pattern near wall surface. The present study complements the turbulence characteristics, the utilization of friction velocity as well as integral parameters. Results confirmed that k-type roughness(s/H=7 or 14) is certainly a more effective means than d-type roughness (s/H=3.5) in thickening the viscous region.

• The Korean Journal of Applied Statistics
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• v.27 no.3
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• pp.397-406
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• 2014

The minimum density power divergence estimation has been a popular topic in the field of robust estimation for since Basu et al. (1988). The minimum density power divergence estimator has strong robustness properties with the little loss in asymptotic efficiency relative to the maximum likelihood estimator under model conditions. However, a limitation in applying this estimation method is the algebraic difficulty on an integral involved in an estimation function. This paper considers a minimum density power divergence estimation method with approximated divergence avoiding such difficulty. As an example, we consider the normal-exponential convolution model introduced by Bolstad (2004). The estimated divergence in this case is too complicated; consequently, a Laplace approximation is employed to obtain a manageable form. Simulations and an empirical study show that the minimum density power divergence estimators based on an approximated estimated divergence for the normal-exponential model perform adequately in terms of bias and efficiency.

• Journal of the Korean Magnetics Society
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• v.4 no.2
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• pp.142-149
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• 1994

The Barkhausen noise was measured as the change of line width(39~1.22 mm) and scratching angle($90^{\circ}~50^{\circ}$) with respect of rolling direction in grain-oriented 3 % Si-Fe of 0.30 and 0.27 mm thickness. The two peak phenomena of the noise envelope observed for non-scratching and scratching of line width 39 mm was explained by large activation energy during $180^{\circ}$ domain wall nucleation and annihilation processes. The amplitudes of the noise envelpoes were decreased as the decrement of scratching line width, but did not almost changed below line width of 9.75 mm. It was explained that the decrease in the envelope with increasing scratching number is associated with lower activation energy of $180^{\circ}$ domain nucleation and annihilation in the vicinity of the scratching area. The noise power was decreased as narrower line width. The dependence of the power on the scratching angle was sharpest decreaded at the 50 angle.

• Journal of the Korean Geotechnical Society
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• v.16 no.4
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• pp.171-181
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• 2000

A series of model tests were performed both to investigate the load transfer by soil acrching in fills above embankment pils and to verify of the theoretical analysis. In the model tests, the piles were installed in a row below the embankment and the cap beams were placed on the pile heads perpendicular to the longitudinal axias of the embankment. The space between pile cap beams and the embankment height was focused as the major factors affecting the load transfer in embankment fill. When the embankment fill was higher than the minimum required height, which was about 33% higher than the radius of the soil arch proposed by theoretical discussion in the previous study, not only the soil arching could be developed completely but also the experimental results showed good agreement with theoretical predictions. The portion of the embankment load carried by model pile cap beams decreased with increment of the space between pile cap beams, while it increased with increment of the embankment height. Therefore, to maximize the effect of embankment load transfer by piles on design, the interval ratio of pile cap beams should be decreased under considerably high embankments by reducing the space between cap beams and/or enlarging the width of pile cap beams.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.3 no.3
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• pp.87-94
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• 1983

The successful oil storage in the underground cavern is dependent on how to keep the water-tightness around the cavern by the groundwater. If the water-tightness is not secured, gas bubles will leak out and oil migrate to the adjacent empty cavern. An electrical analogy method was employed in studying the influences of the position of horizontal and vertical water curtains, the head of water curtain and the intervals of the cavern spacings and boreholes on the gas leakage and the oil migration into the adjacent empty cavern. The result shows that if the cavern spacing is narrow, the vertical water curtain should be established and if the cavern spacing is more than twice the cavern height, its establishment is not necessary. All the detailed factors required to prevent the oil migration are shown on graphs.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.33 no.1
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• pp.1-7
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• 2020

The wind responses of twin buildings are determined by the characteristics of wind loads and the dynamic characteristics of the structural systems of the buildings. In this study, the characteristics of wind pressure that influence wind responses were identified for two different spacings between the twin buildings using a wind tunnel test and the proper orthogonal decomposition (POD) method. Structural dynamic characteristics were also identified using 3D structural system modeling. The double modal transformation method was utilized to evaluate the characteristics of wind pressure for across-wind and along-wind conditions and the effect of the dynamic characteristics of each structure on the wind responses. The channeling and vortex effects were identified through the POD method. Across-wind loads were significantly affected by the spacings between the twin buildings, whereas along-wind loads were minimally affected. Similarly, while using the double modal transformation method, a significant difference was noticed in case of the cross-participation coefficients in the across-wind direction condition for the different spacings between the buildings; however, the along-wind direction condition showed negligible difference. Therefore, the spacing between the two buildings plays a more important role in across-wind responses compared to along-wind responses.

• Journal of Korean Society of Transportation
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• v.28 no.4
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• pp.177-186
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• 2010

The principal objective of this paper is to develop road design guidelines, especially for managed lane access spacing between the expressway on-ramp (or off-ramp) and managed lane access point. Managed lanes are typically located in the expressway median and are accessed by weaving across the mainlines. The high level of lane-changing activity present in weaving areas affects capacity significantly. One promising tool for the analysis of lane-changing activity is "gap acceptance theory." This paper estimates the capacity of weaving areas based on the estimated degree of traffic turbulence using gap acceptance theory. The degree of traffic turbulence is represented by a function of the probability that lane-changing vehicles can complete their maneuvers successfully in a given weaving distance. In developing road design guidelines based on the developed gap acceptance model, the minimum managed lane access spacing is determined where the capacity with respect to the managed lane access spacing becomes stable.

• The Journal of the Korea Contents Association
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• v.16 no.1
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• pp.151-157
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• 2016

The purpose of this study was to compare of marginal fitness of zirconia copings according to impression techniques and zirconia blocks. For the conventional impression, two types of rubber impression materials were used and digital impression was made by using an intraoral scanner. Zirconia copings were manufactured from three types of blocks. With each of ten zirconia copings was determined by surface roughness and marginal fitness. For surface roughness, LUXEN Smile($2.3{\pm}0.9{\mu}m$) block was superior. And the lowest mean values and standard deviations of marginal gap for the HL specimens were $26.5{\pm}2.1{\mu}m$ for buccal, $27.2{\pm}2.1{\mu}m$ for lingual, and that of the HJ specimens $29.6{\pm}4.0{\mu}m$ for mesial, $29.0{\pm}3.0{\mu}m$ for distal. One-way ANOVA showed statistically significant difference between groups for marginal fitness(p<0.05). From the above results, the impression techniques and zirconia blocks had influence on marginal fit of the zirconia copings. Also the marginal fitness of all groups showed clinically acceptable range.

• Proceedings of the Korean Vacuum Society Conference
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• 2014.02a
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• pp.133.1-133.1
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• 2014

이 발표에서 우리는 수백 나노미터 크기인 두 개의 나노 금속 원반 또는 나노 블록이 백 나노미터 이하의 간격으로 결합된 초미세 이중 금속 플라즈몬 광공진기를 제안하고 그 응용을 살펴본다. 원반구조 경우, 반지름이 476 nm인 나노원반 두 개가 100 nm 두께의 유전체 원반의 양쪽에 위치하여 1550 nm 공진파장을 가진 표면 플라즈몬 whispering-gallery-mode (WGM)을 유전체 내에 형성한다. 유전체의 두께를 일정하게 유지할 경우, WGM의 공진파장은 원반의 반지름에 따라 줄어든다. 반면, 반지름이 일정할 때에는 두 금속 원반 사이의 유전체 두께가 줄어듦에 따라 두 금속 원반 사이에 작용하는 표면 플라즈몬의 결합이 강해져서 공진파장이 길어진다. 따라서, 일반적으로 공진기의 크기가 줄어듦에 따라 공진파장이 짧아지는 것과 달리, 제안된 원반구조에서 발생하는 WGM는 원반의 반지름과 유전체의 두께를 함께 줄여도 공진파장이 동일하게 유지되는 차별화된 특성을 가지고 있다. 최종적으로 같은 공진파장을 가지는 WGM를 반지름 88 m, 유전체 두께 10 nm의 공진기에서도 여기시킬 수 있음으로, 모드부피(V)를 1/160으로 줄일 수 있다. 이에 비해, 공진모드의 품위값(Q)은 증가된 금속의 흡수손실에 의해 1/3정도 줄어듦으로써, 공진기와 물질의 상호작용 정도를 보여주는 Q/V값은 크기가 줄어든 공진기에서 오히려 50배 가량 증가함을 확인할 수 있다. 이 같은 초미세 플라즈몬 공진기는 매우 작은 굴절율 센서로서 응용을 가지고 있으며, 1160 nm/(단위 굴절율 변화)의 높은 민감도를 보인다. 한편, $200{\times}150{\times}100nm3$의 크기를 가진 두 개의 금속 나노블록이 10 nm의 공기 간격을 가지고 결합된 나노 공진기는, 공기 간격 내에 강하게 집적된 838 nm의 공진파장을 가진 플라즈몬 공진기 모드를 여기시킨다. 제안된 공진모드는 공기간격이 줄어듦에 따라 공진파장이 급격하게 증가하는 특성을 가지므로 옹스토롬 정도의 분해능을 가진 두께 변화 센서로 응용할 수 있다. 예를 들어, 공기간격 2 nm에서는 1A 두께 변화에 대해 공진파장 변화는 약 40 nm로 매우 민감하게 변화한다.

• Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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• v.3 no.4
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• pp.349-358
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• 2005

In this study, analysis of the disposal tunnel spacing and disposal pit pitch was carried out, as a factor of the design to estimate the scale and layout of the repository. To do this, based on the reference repository concept and the engineered barrier concept, several cross sections of the disposal tunnel and disposal pit were established. After then, the mechanical and thermal stabilities of the established tunnels were analyzed. Also, an optimized disposal tunnel spacing and the disposal pit pitch reducing the excavation volume was proposed. The results of these analyses can be used in the deep geological repository design. The detailed analyses by the exact site characteristics data to reduce the uncertainty of the site and the modification for the optimization are required.