• Geomechanics and Engineering
• /
• 제7권4호
• /
• pp.459-475
• /
• 2014

In this study, a CPT-based p-y analysis method was proposed for the displacement analysis of laterally loaded piles. Key consideration was the continuous soil profiling capability of CPT and cone resistance profiles that do not require artificial assumption or simplification for input parameter selection. The focus is on the application into offshore mono-piles embedded in clays. The correlations of p-y function components to the effective cone resistance were proposed, which can fully utilize CPT measurements. A case example was selected from the literature and used to validate the proposed method. Various parametric studies were performed to examine the effectiveness of the proposed method and investigate the effect of property profile and its depth resolution on the p-y analysis. It was found that the calculation could be largely misleading if wrongly interpreted sub-layer condition or inappropriate resolution of input soil profile was involved in the analyses. It was also found that there is a significant influence depth that dominates overall load response of pile. The soil profile and properties within this depth range affect most significantly calculated load responses, confirming that the soil profile within this depth range should be identified in more detail.

• 소성∙가공
• /
• 제9권2호
• /
• pp.152-158
• /
• 2000

A finite element analysis has been performed to investigate the effect of die clearance on shear planes in the fine blanking of a part of automobile safety belt. For the analysis, S45C is selected as an material, which is used in manufacturing the part of automobile safety belt, and Cockcroft-Latham fracture criterion is applied. Effect of die Clearance on die-roll width, die-roll depth, burnish zone, and fracture zone has been investigated in the finite element analysis by a rigid-plastic FEM code, DEFORM-2D. From the analysis, it has been found that die-roll depth and depth of the shear plane increase with increasing die clearance. And the burnish zone decreases with increasing die clearance, but the variation of fracture zone is opposite to that of burnish zone because the increase in die clearance requires less fracture energy. Theoretical predictions are compared with experimental results. There is a good agreement between theory and experiment.

• 한국광학회지
• /
• 제23권1호
• /
• pp.32-35
• /
• 2012

본 논문에서는 집적영상방식 3D 디스플레이에서 문제점으로 지적되고 있는 입체감 증가에 따른 영상의 왜곡을 분석하고 인간 시각계의 인지한계에 근거하여 최적입체감을 구현할 수 있는 영역을 제안한다. 또한 실험결과를 통하여 이를 검증하였다.

• 한국지반공학회논문집
• /
• 제30권6호
• /
• pp.41-49
• /
• 2014

집중강우 시에는 사면의 얕은 심도에서 파괴가 빈번하게 발생한다. 사면의 표층 지반은 심도에 따라서 조밀해지는 특성이 있으며 지반의 투수특성과 강도특성도 달라지므로 강우시 사면의 얕은 심도에서 발생하는 파괴의 원인분석과 안정해석은 이러한 지반특성 변화를 고려할 필요가 있다. 본 연구에서는 사면의 표층 부근의 지반특성 변화가 강우시 사면의 안정성에 미치는 영향을 수치해석적으로 분석해 보고자 하였으며, 표층 근처에서 심도에 따라 구한 지반특성 값을 적용하는 방식에 따라 강우침투와 사면안정해석 결과의 차이를 비교해 보았다. 실제 강우시 파괴가 발생한 사면을 대상으로 사면의 표층에서 심도별로 시료를 채취하여 전단강도와 투수특성 등 지반특성을 구하였으며, 파괴를 유발한 강우기록을 적용하여 침투해석과 안정해석을 실시하였다. 해석결과 깊이별 지반의 특성 변화를 고려한 경우와 단일지층으로 가정하여 고려하는 방식에 따라 간극수압 분포, 예상파괴면, 안전율 변화에 차이가 있는 것으로 나타났으며, 깊이별 지반 특성 변화를 고려하는 경우가 실제 파괴거동과 유사한 결과를 나타내었다. 이러한 결과는 강우침투에 의한 표층파괴현상을 규명하고자 하는 경우 지반의 심도별 지반특성 변화를 고려할 필요가 있음을 의미한다.

• 한국멀티미디어학회논문지
• /
• 제17권5호
• /
• pp.547-555
• /
• 2014

This paper presents a method for hand segmentation using depth information, and adaptive threshold by means of histogram analysis and color clustering in HSV color model. We consider hand area as a nearer object to the camera than background on depth information. And the threshold of hand color is adaptively determined by clustering using the matching of color values on the input image with one of the regions of hue histogram. Experimental results demonstrate 95% accuracy rate. Thus, we confirmed that the proposed method is effective for hand segmentation in variations of hand color, scale, rotation, pose, different lightning conditions and any colored background.

• 산업기술연구
• /
• 제32권A호
• /
• pp.47-55
• /
• 2012

Currently, we only estimate the average flood water level by the cross-sections of the river using one-dimensional numerical analysis when establishing the basic plans. However, the reliability decreases when it comes to the river bend. In river bend, the difference of water-level between the inside and the outside of the river arises by centrifugal force. And it is estimated less than what it could be estimated when establishing the plan with average estimate of flood level. It is apprehended that the exterior of the river will be under-constructed when establishing the scour depth only with the mean depth. In the case of local scour of the abutment, it is difficult to estimate its depth precisely, and it tends to be over-estimated in the case of the empirical formulas. Therefore, the modification considering the deviation of the water depth of the exterior of the river bend is needed. In observing the deviation of each formula in river bend, it is found: Andru's formula for 58%, followed by the Laursen's for 26%, and the C.S.U's for 17% in pier, while it is 44% for Froehlich's formula in abutment. Under the 500CMS of the flood discharge, the deviation of the scour depth between pier and abutment was about 10 %. However, in further flood discharge, it shows 24~58% the biggest in deviation of piers. It is concluded that the scour depth estimate should be done with 2-dimensional numerical analysis.

• 한국진공학회:학술대회논문집
• /
• 한국진공학회 2012년도 제42회 동계 정기 학술대회 초록집
• /
• pp.275-275
• /
• 2012

The relative composition of $Cu(InGa)Se_2$ solar cells is one of the most important measurement issues. However, quantitative analysis of multi-component alloy films is difficult by surface analysis methods due to severe matrix effect. In this study, quantitative depth profiling analysis of CIGS films was investigated by secondary ion mass spectrometry (SIMS). The compositions were measured by SIMS using the alloy reference relative sensitivity factors derived from the certified compositions and the total counting numbers of each element. The compositions measured by SIMS were linearly proportional to those by inductively coupled plasma-mass spectrometry (ICP-MS) using isotope dilution method. In this study, the quantification measured by ICP-MS method is compared with the composition calculated by SIMS depth profiles with AR-RSFs obtained from the reference. The SIMS depth profile of CIGS thin films according to the manufacturing condition was converted into compositional depth profile.

• 감성과학
• /
• 제19권3호
• /
• pp.81-88
• /
• 2016

본 논문은 깊이 카메라(Creative Senz3D)를 이용하여 호흡률을 측정하는 것에 대한 정확도와 영향을 미치는 요인들을 분석하였다. 영향 요인 분석에서는 깊이 카메라가 가지는 깊이 값에 대한 오차와 노이즈 그리고 주위 조도의 영향에 대하여 실험 연구를 진행하였다. 그 결과 깊이 카메라와 측정 대상의 거리가 증가함에 따라 깊이 값의 오차가 증가하였고 깊이 영상의 오른쪽은 실제 거리보다 깊이 값이 크게 측정되고 왼쪽은 실제 거리보다 깊이 값이 작게 측정되었다. 이에 따라 깊이 값이 영상의 영역에 따라 비대칭성을 가지고 있음을 알 수 있었다. 깊이 카메라와 측정 대상의 각도가 틀어짐에 따라서도 깊이 값의 차의 오차가 증가하였으며 깊이 카메라의 노이즈는 측정 거리가 멀어짐에 따라 점점 증가하였고 노이즈를 측정하는 윈도우의 크기가 증가함에 따라 감소하였다. 주위 조도는 깊이 값에 영향을 주지 않았다. 또한 실제 상황에서 사람을 대상으로 20회 호흡을 하게 하여 깊이 카메라를 이용해 호흡률을 측정하였고 호흡률이 제대로 측정됨을 확인하였다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
• /
• pp.125-130
• /
• 2001

A existing design method of PSC girder bridges, according to total service loads, stress required tendon force at a time. Because this design method increases beam depth, design of long span is difficult. However, As UC girder stressing at difficult loading stages reduces sectional depth of PSC girder, both design and operation of long span bridges is possible. so, this study analyzes the effect of design parameter (Girder Strength, Girder Spacing, Span Length, Joint Strength) on the beam depth of IPC girder continuous bridges, and shows sectional depth of UC girder for design of long span bridges. According to analysis, when a continuous bridges of same length span is at strength of joint over strength of girder of 600kg/$cm^{2}$, a change of beam depth is observed and when a continuous bridges of different span length is at strength of joint below strength of girder of 600kg/$cm^{2}$, a change of beam depth is observed. In two case, a change of beam depth is mostly observed over strength of girder of 350kg/$cm^{2}$ according to analysis of deflection data, a continuous bridges of IPC girder is nearly satisfied.

• 패션비즈니스
• /
• 제13권3호
• /
• pp.118-135
• /
• 2009

This study is done in Shanghai area by sample survey of female college students. Through direct contact survey, this study collected and analyzed information on figure to understand feature of breasts and measurements of body to provide base information to improve product of brassiere for adult female in China. Data was analyzed by using SPSSWIN 13.0 Program and SAS 9.0. 1. From a result of analysis on the body measures to understand the characteristics of the shape of the breast of the Chinese female college students(18$\sim$24 years old), the bust circumference was 83.86cm and the underbust circumference was 73.37cm and the cup size of a brassiere was 75A. 2. From a result of analysis on the bust measures to understand the relations between the front, lateral and cross-sectional proportions of the bust and the shape of the breast in the Chinese female college students, the chest height was 0.77, the bust height was 0.71 and the underbust height was 0.68 as the information of the body type that shows the location of the bust that is the measure of an item to a height as the front proportion of the bust. For the lateral proportion of the bust, the chest depth of the waist depth was 0.98, the bust depth, 1.21 and the underbust depth, 1.03. While the bust depth/waist depth is ideal when being 1.3, it was 1.21 in this study to be close to the ideal lateral shape. For the cross-sectional proportion of the bust, the area of the largest evenness was the bust followed by the waist, underbust and chest in order. 3. From a result of analysis on the correlation between measured items necessary to understand the characteristic of the shape of the breast, to set up the sizes and to produce the patterns, the underbust circumference had a relatively high correlation between the items of breadth, depth and circumference and weight as the items of basic areas.