• Nuclear Engineering and Technology
• /
• v.21 no.2
• /
• pp.123-133
• /
• 1989

The pressure drops through contractions in horizontal single and two-phase flow were investigated. A total of 167 measurements were made for four different entrance shapes to study the effects of the entrance shape on the pressure drop through a contraction in horizontal single and two-phase flow. From this data, pressure drops were calculated and compared with the pressure drops predicted by analytical models for single and two-phase flow. For single phase How the agreement between the data and predictions is within $\pm$25%, whereas for two-phase flow Hoopes model, which gives a better agreement than the homogeneous model, underpredicts the data as much as 45% In addition, the effects of void fraction and liquid phase mass velocity on the pressure drop through the sudden How channel contraction were investigated for two-phase flow.

• Journal of the Korean GEO-environmental Society
• /
• v.14 no.12
• /
• pp.61-69
• /
• 2013

As construction for road and train tunnel is increasing, various geotechnical conditions can be faced during the construction stage. Especially, if the tunnel is located in limestone area, the cavity is mostly to locate in tunnel planning location. One or some cavities which can be harmful for tunnel safety are predicted. Hence, this study was fulfilled to confirm the influence between tunnel and cavity using laboratory scale down model test and numerical analysis. The scale down model test was carried out to confirm the failure load of the model ground about the interval length of cavity and tunnel and to analyze behaviour characteristics of the model ground on the cavity shape. From the model test result, the failure load decrease in accordance with decreasing of interval length between cavity and tunnel within 0.5D. The numerical analyses were carried out for verification about scale down model test. From the numerical analysis result, tunnel safety decreases in the case of the interval between cavity and tunnel within 0.5D.

• Journal of the Korean Society for Aeronautical & Space Sciences
• /
• v.41 no.4
• /
• pp.261-267
• /
• 2013

In this paper, wind tunnel test and analytical prediction are compared for result of flapping motion in helicopter forward flight condition. Tests were performed at low speed wind tunnel at Chungnam National University, test section of wind tunnel has 1.8 by 1.8 meter open-jet test section area. According to the results of measured data for aerodynamic performance of model rotor in forward flight. It has to observed the difference of analytical and measured results of power coefficient for fixed thrust coefficient. And calculated and measured data of helicopter rotor flapping angles in forward flight are compared for a model rotor in a wind tunnel. A test was conducted to verify the measured data of coning and lateral/longitudinal flapping angle with predicted values.

• Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
• /
• 2005.11a
• /
• pp.67-72
• /
• 2005

자연채광 성능평가의 연구 방법으로는 현장측정, 축소모형실험, 수학적 알고리즘에 기초한 컴퓨터 시뮬레이션 등이 있다. 현장측정과 축소모형실험은 비교적 높은 신뢰도를 얻을 수 있는 방법이지만, 변화가 많은 자연광의 특성으로 인해 객관성 있는 측정결과를 얻는 것에 제한적이었다. 인공천공돔(Sky Simulator, Artificial Sky Dome)은 축소모형 실험 시 이러한 문제점의 보완을 위한 평가 시설이며 천공의 상태를 일관성 있게 조정함으로써 보다 객관성 있는 자연채광연구를 실시할 수 있다. 이에 따라 K대학에서는 직경 6[m], 높이 3.7[m]의 인공천공돔을 자체 개발 제작하여 연구에 사용하고 있다. 본 연구에서는 인공천공돔 기존사례에 대한 고찰과 이를 바탕으로 제작된 K대학 인공천공돔의 개요를 소개하고 기본적인 물리량 측정을 통해 인공천공돔의 신뢰성을 검증하고 유용성을 제시하였다.

• Proceedings of the Korean Information Science Society Conference
• /
• 2004.04b
• /
• pp.595-597
• /
• 2004

본 연구에서는 베이지안망을 기초로 불임환자의 임상 데이터에 대한 다양한 실험을 전개한다. 실험을 통해 임신여부에 영향을 주는 요인들간의 상호 의존성을 분석하고. 또 제약조건이 다른 다양한 베이지안망의 대표적 유형으로 나이브 베이지안망(NBN), 베이지안망으로 확장한 나이브 베이지안망(BAN), 일반 베이지안앙(GBN) 분류기들의 분류성능을 서로 비교 분석한다. 베이지안망을 적응할 때 변수의 수가 많아짐에 따라 베이지안망의 구조를 학습하는데 탐색공간이 넓어져 시간의 요구량이 급격히 많아진다. 따라서 이런 탐색공간을 효율적으로 줄이기 위하여 클래스 노드의 Markov blanket에 속한 특징들로 집합을 축소하는 것을 제안하고, 실험을 통해 이 특징 축소 방법이 베이지안망 분류기들의 성능을 높여 줄 수 있는지 알아본다.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.14 no.3
• /
• pp.277-292
• /
• 2012

This paper presents the fundamental study on drag force of shield TBM cutter bit by scaled model test. Several theoretical analyses of the drag force of cutter bit have been studied. However, there are still some difference between the theoretical approaches and actual drag bit capacity. In order to study the drag forces of shield TBM cutter bit, the scaled model tests are carried out and analyzed. The results obtained from scaled model tests are compared with the existing theoretical equations. It is highly expected that the results of this study will be very essentially useful to design and develope the TBM cutterhead.

• The Journal of the Acoustical Society of Korea
• /
• v.20 no.3
• /
• pp.91-97
• /
• 2001

Since the new field information of target signal is important in the development and verification of active sonar system, experimental method and simulation technique are widely used in order to analyze the detail characteristics of target scattered echoes. Therefore, in this paper, the scale target experiment is performed to develope and Improve the target signal simulation model. Since the experimental results show that the specular reflection is the major component among scattering mechanisms, the target signal simulation model based on the Geometric Optics Theory (GOT) is developed. Complex target is separated into simple shapes, known as canonical shape. The contribution from individual canonical shapes are summed with proper phase and amplitude to produce the target strength of the whole complex body. Simulated target signal is compared with the experimental results and discussed.

• Proceedings of the Acoustical Society of Korea Conference
• /
• spring
• /
• pp.53-56
• /
• 2004

본 논문은 잡음 환경하에서 특징 벡터의 차원 축소를 통한 음성 구간 검출에 관한 연구이다. 음성/비음성 분류는 통계적 모델을 이용한 분류-기반 방법을 사용한다. 검출기에서 실시간 적응화를 위해 우도-기반의 특징 벡터에 대한 차원 축소 방법을 제안한다. 이 방법은 음성/비음성 클래스에 대한 가우시안 확률 밀도 함수에 의한 비선형적 우도값을 새로운 특징으로 취하는 방법이다. 음성/비음성 결정은 우도비 검증(Likelihood Ratio Test)의 방법을 이용하며, LDA(Linear Discriminant Analys)에 의한 축소 결과와 성능을 비교한다. 실험 결과 제안된 차원 축소 방법을 통하여 2차원으로 축소된 특징 벡터가 고차원에서의 결과와 대등함을 확인하였다.

• Proceedings of the Korean Information Science Society Conference
• /
• 2012.06b
• /
• pp.387-389
• /
• 2012

초분광영상은 사람이 볼 있는 가시광선 영역부터 자외선 파장 대역까지 수십에서 수천 개의 데이터를 가지고 있는 고차원 데이터이다. 그렇기 때문에 초분광영상을 이용한 연구에는 많은 저장 공간과 고사양의 성능을 필요로 한다. 따라서 초분광영상의 차원을 감소시켜 데이터용량을 줄이고, 처리속도를 향상시키기 위한 연구들이 이루어지고 있다. 기존에 자주 사용되던 방법인 PCA와 ICA는 차원축소를 위하여 고유벡터를 계산하고 이를 이용하여 축을 변경하여 차원축소를 한다. 하지만 초분광영상에서는 이러한 방법으로 차원을 축소할 시 정확도가 감소한다. 따라서 본 논문에서는 특징 밴드를 추출하고 이를 이용하여 차원축소를 하는 SPVD 알고리즘을 제안한다. SPVD(Spectral pair vector decomposition) 알고리즘은 d개의 그룹으로 나누고 각 그룹들의 양벡터 각과 음벡터 각을 계산한 후 이를 이용하여 차원축소를 한다. 실험 결과 PCA는 61차원에서 70.05%, ICA는 71차원에서 63.03% 정확도를 보이는데 비해 SPVD 알고리즘은 3차원에서 83% 정확도를 보였다.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.25 no.1
• /
• pp.59-66
• /
• 2021

The earthquakes are the natural disasters that can cause the most serious damage to civil structures. Therefore, various studies are being conducted to secure the safety of structures against earthquakes. Most studies on the safety or mechanism of civil structures during earthquakes are being conducted based on lab scale test, because real structure tests are impossible when considering the scale of civil structures. The scaling factor proposed by Iai is mainly cited, but when applying the scaling factor proposed by Iai, there are many difficulties in selecting the structural members necessary for the production of the lab scale model. This is because when applying the scaling factor proposed by Iai, the scaling factor must be applied to the elastic modulus, which is the material property of the structure. Therefore, a new method based on Iai's 's similarity law for determining scale factor is applied in this study where the material property of real structure is same as that of lab-scale model. Through the results of this study, it is considered that the characteristics of the structure calculated through the lab scale model test can more accurately reflect the characteristics of the real structure.