• 한국지반공학회논문집
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• 제27권2호
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• pp.91-101
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• 2011

본 연구에서는 소성힌지를 고려한 단일 현장타설말뚝의 수평거동을 분석하기 위하여 Beam-Column 해석모델을 토대로 단일 현장타설말뚝 기초의 거동특성을 파악하고, 소성힌지를 고려한 최적설계법을 제안하였다. 단일 현장타설말뚝의 소성힌지를 지상부로 유도하기 위한 최적의 기둥-말뚝의 직경비를 분석하기 위해, 변단면 단일 현장타설말뚝의 단면조건에 따른 균열 휨모멘트를 산정하고 지반조건과 수평하중에 따른 말뚝의 거동을 해석하였다. 연구 결과, 최적의 단면 조건은 기둥/말뚝 직경비($D_c/D_p$)와 정규화된 수평균열하중($F/F_{Dc}=D_p$)의 관계를 나타내는 이중직선의 변곡점 이하 부분에서 산정할 수 있었으며, 이로부터 최적의 단면 조건을 제안하였다. 또한 실제 시공사례 분석을 통해, 깊이별 휨모멘트를 바탕으로 최소철근비 적용이 가능한 구간을 분석하였으며, 그 결과 말뚝길이($L_p$)로 정규화된 최소 철근비 적용이 가능한 한계깊이($L_{As=0.4%}$)는 말뚝 직경으로 정규화된 말뚝길이($L_p/D_p$)에 따라 선형적으로 감소하였으며, $L_p/D_p=17.5$ 이후부터는 일정한 값(${\simeq}0.3$)에 수렴함을 알 수 있었다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제9권7호
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• pp.2585-2598
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• 2015

Hand posture recognition has played a very important role in Human Computer Interaction (HCI) and Computer Vision (CV) for many years. The challenge arises mainly due to self-occlusions caused by the limited view of the camera. In this paper, a robust hand posture recognition approach based on 3D point cloud from two RGB-D sensors (Kinect) is proposed to make maximum use of 3D information from depth map. Through noise reduction and registering two point sets obtained satisfactory from two views as we designed, a multi-viewed hand posture point cloud with most 3D information can be acquired. Moreover, we utilize the accurate reconstruction and classify each point cloud by directly matching the normalized point set with the templates of different classes from dataset, which can reduce the training time and calculation. Experimental results based on posture dataset captured by Kinect sensors (from digit 1 to 10) demonstrate the effectiveness of the proposed method.

• Structural Engineering and Mechanics
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• 제21권1호
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• pp.67-82
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• 2005

This study analyzes stress intensity factors for a number of periodic edge cracks in a semiinfinite medium subjected to a far field uniform applied load along with a distribution of eigenstrain. The eigenstrain is considered to be distributed arbitrarily over a region of finite depth extending from the free surface. The cracks are represented by a continuous distribution of edge dislocations. Using the complex potential functions of the edge dislocations, a simple as well as effective method is developed to calculate the stress intensity factor for the edge cracks. The method is employed to obtain the numerical results of the stress intensity factor for different distributions of eigenstrain. Moreover, the effect of crack spacing and the intensity of the normalized eigenstress on the stress intensity factor are investigated in details. The results of the present study reveal that the stress intensity factor of the periodic edge cracks is significantly influenced by the magnitude as well as distribution of the eigenstrain within the finite depth. The eigenstrains that induce compressive stresses at and near the free surface of the semi-infinite medium reduce the stress intensity factor that, in turn, contributes to the toughening of the material.

• 대한기계학회논문집
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• 제19권5호
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• pp.1202-1210
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• 1995

Aiming at nondestructive evaluation of defect with high accuracy and resolution, ICFPD(Induced Current Focusing Potential Drop) technique was newly developed. This technique can be applied for locating and sizing of defects in components with not only simple shape such as plain surface but also more complex shape and geometry such as curved surface and dissimilar joing. This paper describes the principle of ICFPD technique and also the results of 2-dimensional surface crack in ferromagnetic metal(A508 Cl. III steel) and paramagnetic metal (pure aluminum and stainless 304 steel) measured by this technique. Results are that surface defects in each specimen are detected with the difference of potential drop, and potential drops are distributed a similar shape for each metal and each depth. The normalized potential drop ( $V_{\delta}$2/$^{t}$ / $V_{{\delta} 2}$$^{-1}$) max. in the vicinity of defect is varied with the depth of defect. Therefore, ICFPD technique can be used for the evaluation of defect not only in ferromagnetic metal but also in paramagnetic steel..

• Geomechanics and Engineering
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• 제30권2호
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• pp.123-138
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• 2022

Present study computes the ultimate bearing capacity of an embedded strip footing situated on the rock slope subjected to seismic loading. Influences of embedment depth of strip footing, horizontal seismic acceleration coefficient, rock slope angle, Geological Strength Index, normalized uniaxial compressive strength of rock mass, disturbance factor, and Hoek-Brown material constant are studied in detail. To perform the analysis, the lower bound finite element limit analysis method in combination with the semidefinite programming is utilized. From the results of the present study, it can be found that the magnitude of the bearing capacity factor reduces quite substantially with an increment in the seismic loading. In addition, with the increment in slope angle, further reduction in the value of the bearing capacity factor is observed. On the other hand, with an increment in the embedment depth, an increment in the value of the bearing capacity factor is found. Stress contours are presented to describe the combined failure mechanism of the footing-rock slope system in the presence of static as well as seismic loadings for the different embedment depths.

• Geomechanics and Engineering
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• 제35권2호
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• pp.149-163
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• 2023

This paper presents stability evaluation of unlined tunnels with semi-circular arch and straight sides (SASS) driven in non-homogeneous and anisotropic undrained clay. Numerical analysis has been conducted based on lower bound finite element limit analysis with second order cone programming under plane strain condition. The solutions will be used for the assessment of stability of unlined semi-circular arch tunnels and tunnels in which semi-circular roof is supported over rectangular/square sections. The stability charts have been generated in terms of a non-dimensional factor considering linear variation in undrained anisotropic strength for normally consolidated and lightly over consolidated clay with depth, and constant undrained anisotropic strength for heavily over-consolidated clay across the depth. The effect of normalized surcharge pressure on ground surface, non-homogeneity and anisotropy of clay, tunnel cover to width ratio and height to width ratio of tunnel on the stability factor and associated zone of shear failure at yielding have been examined and discussed. The geometry of tunnel in terms of shape and size, and non-homogeneity and anisotropy in undrained strength of clay has been observed to influence significantly the stability of unlined SASS tunnels.

• 융합보안논문지
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• 제13권3호
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• pp.9-15
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• 2013

스테레오 매칭 과정에 있어서 매칭 비용을 구하는 것은 매우 중요한 과정이다. 이러한 스테레오 매칭 과정의 성능을 살펴보기 위하여 본 논문에서는 기존에 제안된 매칭 비용 함수들에 대한 기본 개념들을 소개하고 각각의 성능 및 장점을 분석하고자 한다. 가장 간단한 매칭 비용 함수는 매칭 되는 영상의 일관된 밝기를 이용하여 좌, 우 영상 간 서로 대응하는 대응점을 추정하는 과정으로, 본 논문에서 다루는 매칭 비용함수는 화소 기반과 윈도우 기반의 매칭 비용 방법으로 크게 두 가지로 나눌 수 있다. 화소 기반의 방법으로는 절대 밝기차(the absolute intensity differences: AD)와 sampling-intensitive absolute differences of Birchfield and Tomasi (BT) 방법이 있고, 윈도우 기반의 방법으로는 차이 절대 값의 합(sum of the absolute differences: SAD), 차이 제곱 값의 합(sum of squred differences: SSD), 표준화 상호상관성(normalized cross-correlation: NCC), 제로 평균 표준화 상호 상관성(zero-mean normalized cross-correlation: ZNCC), census transform, the absolute differences census transform (AD-Census) 이 있다. 본 논문에서는 앞서 언급한 기존에 제안된 매칭 비용 함수들을 정확도와 시간 복잡도를 측정했다. 정확도 측면에서 AD-Census 방법이 평균적으로 가장 낮은 매칭 율을 보여줬고, 제로 평균 표준화 상호 상관성 방법은 non-occlusion과 all 평가 항목에서 가장 낮은 매칭 오차율을 보여 주지만, discontinuities 평가 항목에서는 블러 효과 때문에 높은 매칭 오차율을 보여 주었다. 시간 복잡도 측면에서는 화소 기반인 절대 밝기차 방법이 낮은 복잡도를 보여 주였다.

• 지구물리와물리탐사
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• 제5권4호
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• pp.299-308
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• 2002

소형루프 전자탐사의 가탐심도를 추정하기 위하여 주파수영역에서 2층구조에 대한 감도를 해석적으로 유도하였다. 이를 기초로 송수신 간격 2m 내외의 다중주파수 전자탐사 기기의 감도를 분석하고, 반응의 크기를 기준으로 가탐심도를 추정하였다. 먼저 감도 계산 결과는 하부층에 대한 감도는 동상성분이 이상성분에 비해 매우 높고 상부층의 두께가 20m에 이르더라도 저주파수 대역에서는 상부층의 감도에 비해 절대적으로 크다는 것을 나타낸 반면, 이상성분은 하부층에 대한 감도가 매우 약함을 보여준다. 따라서 다중 주파수를 이용한 소형루프 전자탐사에서는 동상성분의 정확한 측정이 가탐심도의 증대에 필수적임을 입증하였다. 전기비저항이 100ohm-m인 상부층 밑에 10ohm-m의 전기비저항을 갖는 하부층이 존재할 경우에는, 동상성분의 정확한 측정을 통하여 잡음 수준을 고려하더라도 10m까지의 가탐심도를 충분히 확보할 수 있으며 따라서 매립장의 침출수 분포 범위 영상화 등을 위해서 유용할 것으로 보인다. 그러나 전기비저항이 1,000ohm-m로 높은 기반암이 존재할 경우에는 비록 하부층의 감도는 상부층에 비해 매우 높으나 반응의 절대값이 매우 미약하여 탐지가 어려우며 이상성분 자료와의 복합적인 해석을 통해서도 기기의 정확도를 고려할 때, 가탐심도가 5 m를 넘기 힘든 것으로 나타났다. 따라서 전기비저항이 높은 지역에서는, 송수신 간격이 2m 내외로 짧은 다중주파수 소형루프 전자탐사법이 금속성 매설물의 탐지를 위해서는 유용하지만 기반암의 심도 규명에는 적절치 않다.

• 한국물환경학회지
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• 제29권5호
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• pp.648-655
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• 2013

Nonpoint source pollution characteristics of recreation park was investigated. Runoff ratio of recreation park ranged 23-57%, which was lower than other urban area since impervious area was less than 37%. The average BOD, COD, TOC, SS, T-N, T-P, were 14.09, 32.86, 12.19, 121.51, 7.78 and 0.72 mg/L, respectively. First flush of recreation park was analyzed by normalized cumulative load - volume curve and mass first flush ratio(MFFn), MFF10 for BOD, COD, SS, T-P, T-N, TOC were 2.90, 1.59, 2.15, 2.74, 2.60, and 1.59, respectively. Observed data showed that 62% of pollutant could be removed by storaging 5 mm rainfall-runoff and even 3 mm depth could store up to 50% of pollutant in runoff.

• 가정과삶의질연구
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• 제28권4호
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• pp.77-87
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• 2010

The purpose of this research was to explore Korean-Chinese women's experiences of family separation. A qualitative approach was used to analyze the in-depth interviews with 14 Korean-Chinese women who lived away from their families in China. Korean-Chinese women showed the child-centered family values. The main reason of family separation was to provide children of better educational opportunities. Korean-Chinese women, their husbands, and their extended family members worked as a team to support children. Their cohesive family relationships reflected the unique sociocultural context of Korean-Chinese society. Family separation seems to be normalized for the purpose of child education. The research would contribute to understand how family values affect family life style.