• 한국지반환경공학회 논문집
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• 제5권1호
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• pp.65-73
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• 2004

파형강관의 해석은 2차원 프레임 해석이나 압축링 모델에 의존하고 있다. 이는 흙-구조물 합성구조계의 거동을 고려하지 않은 해석이다. 파형강관 구조물은 토피고와 지간에 따라 하중저항시스템이 변화한다. 따라서, 흙-구조물 합성구조계의 작용을 고려한 유한요소해석을 통해 파형강관의 거동특성을 확인하였다. 적정토피고 이상 성토하면 파형강관은 연성관의 토압분포에 따른 거동과 유사하며, 차량하중의 영향은 적정토피고 이상 성토할수록 감소하였다. 그러나, 적정토피고 이하로 성토할 경우, 연직토압이 감소하고 파형강관 측면의 수동토압도 감소하여 완전한 연성관 거동을 나타내지 못했고, 성토 높이가 적정토피고 이하로 작아질수록 차량하중이 단면력에 미치는 영향이 커져, 파형강관 구조물의 거동을 지배하였다.

• 한국지반공학회지:지반
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• 제9권1호
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• pp.7-20
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• 1993

1988년 건설부에서 제정한 건축물에 대한 재진설계규준'에는 저면 전단력 산정시 지반계수가 1.0, 1.2, 1.5로 구분되어 있는데, 특히 얕은지반의 연약층에서 지반계수의 선정이 모호할 때가 많다. 또한 우리나라의 지반특성은 대부분 퐁화암 및 연암층이 20m이내에서 발견됨을 고려하여, 일차원 파전파 이론과 반무한 탄성이론 및 문헌을 통한 분석을 통해 지진 하중시 지반의 조건이 저면 전단력에 미치는 증폭효과를 비교분석하여 내진 설계시 적절한 지반계수 선택을 할 수 있도록 하였다.

• 한국공작기계학회논문집
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• 제16권6호
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• pp.125-132
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• 2007

Inherent dynamic interaction between flexible disk and workpiece creates partially non-flat surface profile. A flat zone was defined using minimum depth of engagement. Several key parameters were defined to explain the characteristics of the zone. Process conditions including disk rotation speed, initial depth of cut and feed speed were varied to produce product profile database. Correlation between key factors was examined to find the characteristic dependencies. Trends of key parameters were displayed and explained. Higher flat zone ratio was observed for lower depth of cut and higher disk rotation speed. Ratio of minimum depth of cut against target depth of cut increased for higher feed speed and disk rotation speed but was insensitive to the depth of cut variation. The process transition was visualized by continuously displaying instantaneous orientation of the deflected disk and the location of key parameters were clearly marked for comparison.

• Corrosion Science and Technology
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• 제11권5호
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• pp.157-164
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• 2012

In first experiment series, this paper is devoted for examining progress of reinforcement corrosion due to carbonation in concrete and to quantify uncarbonation depth to protect reinforcement from corroding. The tolerance of cover depth should be considered in order to prevent carbonation-induced corrosion. From the relationship between the weight loss of reinforcement and corrosion current density for a given time, therefore, the tolerance of cover depth to prevent carbonation-induced corrosion is computed. It is observed that corrosion occurs when the distance between carbonation front and reinforcement surface (uncarbonated depth) is smaller than 5 mm.As a secondary purpose of this study, it is investigated to examine the interaction between carbonation and chloride penetration and their effects on concrete. This was examined experimentally under various boundary conditions. For concrete under the double condition, the risk of deterioration due to carbonation was not severe. However, it was found that the carbonation of concrete could significantly accelerate chloride penetration. As a result, chloride penetration in combination with carbonation is a serious cause of deterioration of concrete.

• Coupled systems mechanics
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• 제7권4호
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• pp.455-483
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• 2018

The study deals with physical modeling of a typical three storeyed building frame supported by a pile group of four piles ($2{\times}2$) embedded in cohesive soil mass using three dimensional finite element analysis. For the purpose of modeling, the elements such as beams, slabs and columns, of the superstructure frame; and that of the pile foundation such as pile and pile cap are descretized using twenty noded isoparametric continuum elements. The interface between the pile and the soil is idealized using sixteen node isoparametric surface element. The soil elements are modeled using eight nodes, nine nodes and twelve node continuum elements. The present study considers the linear elastic behaviour of the elements of superstructure and substructure (i.e., foundation). The soil is assumed to behave non-linear. The parametric study is carried out for studying the effect of soil- structure interaction on response of the frame on the premise of sub-structure approach. The frame is analyzed initially without considering the effect of the foundation (non-interaction analysis) and then, the pile foundation is evaluated independently to obtain the equivalent stiffness; and these values are used in the interaction analysis. The spacing between the piles in a group is varied to evaluate its effect on the interactive behaviour of frame in the context of two embedment depth ratios. The response of the frame included the horizontal displacement at the level of each storey, shear force in beams, axial force in columns along with the bending moments in beams and columns. The effect of the soil- structure interaction is observed to be significant for the configuration of the pile groups and in the context of non-linear behaviour of soil.

• 한국지진공학회논문집
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• 제7권3호
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• pp.57-67
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• 2003

Response analysis of buried pipeline subjected to permanent ground deformation(PGD) due to liquefaction is mainly executed by use of numerical analysis or semi-analytical relationship, When applying these methods, so called interfacial pipelineㆍsoil interaction force plays an dominant part. Currently used interaction force is mode up of indispensable mechanical and physical components for the response analysis of buried pipeline. However, it has somewhat limited applicability to the liquefied region since it is based on the experimental results for the non-liquefied region. Therefore, in this study, improved type of pipelineㆍsoil interaction force is proposed based on the existing interaction force and experimental research accomplishments. Above all, proposed interaction force includes various patterns of PGD or spatial distributions of interaction force caused by the decrease of soil stiffness. Through the comparison of numerical results using the proposed and the existing interaction force, relative influences of interaction force on the response of pipeline are evaluated and noticeable considerations in the application of semi-analytical relationship are discussed. Moreover, analyses due to the change of pipe thickness and burial depth are performed.

• 한국HCI학회논문지
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• 제2권2호
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• pp.1-9
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• 2007

본 논문에서는 3차원 배우 모델링을 위해, 깊이 카메라를 이용하여 깊이 영상 획득 시 손실되는 머리카락 영역에 대한 복원기법을 제안한다. 대상 객체의 동적인 3차원 정보는 적외선 센서가 장착된 깊이 카메라를 통하여 실시간으로 획득한다. 이때, 깊이 비디오뿐만 아니라 각 프레임마다 컬러영상이 동시에 획득된다. 그러나 대상 객체의 일부 또는 전체가 반짝이면서 어두운 재질로 되어있을 경우 획득한 깊이 영상에서 그 부분 전체가 손실되는데, 이는 특히 방송용 콘텐츠로서 연기자의 3차원 정보를 획득할 때 머리카락 영역이 손실되어 매우 부자연스러운 결과를 초래한다. 이러한 문제점을 손실된 영역의 복원을 통해 해결한다. 먼저 컬러 영상을 이용하여 손실된 영역의 위치 정보를 알아내고, 손실된 영역 내 경계부분의 깊이 정보를 복원한 후 2차 베지어 커브로 보간하여 내부의 깊이 정보를 복원한다. 개선된 깊이 영상을 기반으로 일련의 모델링 과정을 수행하면 보다 자연스러운 3차원 모델을 생성할 수 있다. 생성된 3차원 모델은 실감방송용 콘텐츠로 사용될 수 있으며, 시청자에게 시각상호작용과 촉각상호작용 등 다차원 감각의 상호작용을 제공할 수 있다.

• 한국작물학회지
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• 제1권1호
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• pp.26-31
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• 1963

1. 본시험은 심경, 밀식, 다시의 3요인으로 된 36조합중 최고의 증수를 기할 수 있는 합리적인 조합을 발견하려는데 목적이 있다. 2. 수량구성요소인 평당수수와 평당입수의 비교에서는 표준시비구에서 심경 15cm 400주구, 2배시비구에서 30cm 300주구가, 그리고 3배시비구에서는 30cm 300주구와 45cm 400주구가 큰 값을 보였다. 3. 현미중에서 볼 때 각요인별 분산비는 시비량, 경운심도, 평당수수의 순이고 모두 유의성을 보였다. 요인상호간 교호작용에서는 심도x비료, 심도x밀도, 비료x밀도의 순이었으며 모두 유의성을 나타냈다. 3요인으로 된 36조합중 30cm의 심경작토에 200∼300주의 밀식을 하고 2배의 시비를 한 구가 최고의 수량을 보임으로써 적합조합으로 인정되었다. 4. 본시험은 충북청주에 위치한 식양토의 포장에서 행하여진 것이다.

• 대한산업공학회지
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• 제30권4호
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• pp.267-276
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• 2004

Much of previous attention on researches of the decision tree focuses on the splitting criteria and optimization of tree size. Nowadays the quantity of the data increase and relation of variables becomes very complex. And hence, this comes to have plenty number of unnecessary node and leaf. Consequently the confidence of the explanation and forecasting of the decision tree falls off. In this research report, we propose some decision tree algorithms considering the interaction of predictor variables. A generic algorithm, the k-1 Algorithm, dealing with the interaction with a combination of all predictor variable is presented. And then, the extended version k-k Algorithm which considers with the interaction every k-depth with a combination of some predictor variables. Also, we present an improved algorithm by introducing control parameter to the algorithms. The algorithms are tested by real field credit card data, census data, bank data, etc.

• Geomechanics and Engineering
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• 제23권6호
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• pp.547-560
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• 2020

This paper studies the dynamic foundation-soil-foundation interaction for two square rigid foundations embedded in a viscoelastic soil layer. The vibrations come from only one rigid foundation placed in the soil layer and subjected to harmonic loads of translation, rocking, and torsion. The required dynamic response of rigid surface foundations constitutes the solution of the wave equations obtained by taking account of the conditions of interaction. The solution is formulated using the frequency domain Boundary Element Method (BEM) in conjunction with the Kausel-Peek Green's function for a layered stratum, with the aid of the Thin Layer Method (TLM), to study the dynamic interaction between adjacent foundations. This approach allows the establishment of a mathematical model that enables us to determine the dynamic displacements amplitude of adjacent foundations according to their different separations, the depth of the substratum, foundations masss, foundations embedded, and the frequencies of excitation. This paper attempts to introduce an approach based on a polynomial mathematical tool conducted from several results of numerical methods (BEM-TLM) so that practicing civil engineers can evaluation the dynamic foundations displacements more easy.