• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.6C
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• pp.295-301
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• 2009

In general the stability of soil nail-slope system, the shear resistance is neglected because the tensile resistance of nail acts mainly for slope stabilization. This is because that deformed steel is generally used for nail and it does ductile behavior. In other side when the steel pipe with high rigidity is used for nail, the shear resistance at failure surface work more than deformed steel. In order to analyze effects of shear resistance at the soil nail-slope system with high steel piped nail, a series of numerical analyses were performed. Also numerical analyses at 3 conditions - 5 nailed, 7 nailed, 9 nailed at the same slope were perfomed for investigating the trend of shear resistance effect. From these 3D numerical analyses, it was found that the maximum shear resistances at each nails were larger in case of steel piped nail and because of this, the factor of safety at the condition of the steel piped nail appears larger than that of deformed steel nail.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.6A
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• pp.581-590
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• 2010

This study introduces a layered sectional analysis for a PSC girder with a vaiable cross section and curved tendons. To consider the shear equilibrium at a concrete layer with curved tendons, the shear stress distribution has been computed at each section. In addition, to improve the convergence to the solution, a system identification technique is newly adopted in the solution process for strain computation. To examine the feasibility of the proposed approach, a static load test has been conducted for a full scale PSC girder with variable cross section. The prediction shows a good agreement with experiment. It is seen that a uniform cross section has the same moment capacity with a variable cross section while the variable cross section has more shear capacity than the uniform cross section. It is also noted that the maximum displacement of a variable cross section is a little smaller than a uniform cross section.

• Journal of the Korean Magnetics Society
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• v.6 no.1
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• pp.21-27
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• 1996

The effects of various manufacturing conditions on the characteristics of metal particle tape using ultra-fine metal powder were investigated. As functions of kneading conditions and milling solid contents. coating thickness, orientation, calender and curing conditions. various properties of the tapes were studied. By the consideration of physical and eletromagnetic properties of the tapes, optimum process conditions were determined. As a result of above investigations, we concluded that manufacturing processes were very important factor in addition to dispersion behavior of particles for achieving maximum properties of the metal particle tape.

• The Transactions of the Korea Information Processing Society
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• v.5 no.11
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• pp.2997-3009
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• 1998

독자-필자 문제(readers-writers problem)를 위한 기존의 스케쥴링 정책들은 대부분 독자나 필자 중 어느 한 쪽에 편향된 처리 성향을 가지고 있기 때문에 응답 시간이나 처리량, 둘 중 하나의 성능이 상당히 좋지 않은 특성이 있다. 본 논문에서는 이러한 문제를 개선하고자 새로룬 동적 스케쥴링 정책인 CAP(Counter-based Adaptive Priority)을 제안한다. CAP은 동시에 수행될 수 없는 필자에게 가중치를 주는 기법과 소수의 독자를 무작정 지연시키는 것을 막기 위한 에이징(aging) 기법을 동적으로 결합하여 사용하고 있다. CAP은 기는(starvation) 문제를 가지고 있지 않으며 주어진 상황에 동적으로 대응하는 능력을 가지고 있기 때문에 처리량과 응답 시간 모두 FCFS에 비하여 더 우수하다. 제안된 정책에 대한 효과성을 입증하기 위하여 세마포어 기반의 해법을 제시하고 사건-기반 시뮬레이션을 사용하여 기존의 정책들과 성능을 비교하였다.

• 기계와재료
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• v.23 no.3
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• pp.6-14
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• 2011

기존의 소성가공공정에서의 미세조직 예측 기술은 온도 및 외력에 의한 금속학적 변화를 모사하기 위해 다수의 실험에 기반한 경험적 모델링 작업이 요구되고 이를 구현할 수 있는 기계 및 재료적 지식 기반이 동시에 요구되기 때문에 현재까지는 신뢰성을 갖는모델 및 수치해석기술은 충분히 확보되지 못한 상태이다. 이러한 미세조직 예측기술의 정확도를 향상시키고자 하는 일환으로, 최근에는 매크로 스케일의 FE 해석과의 결합을 통해 소성가공공정과 이후의 열처리 공정에서의 정적 재결정 동적 재결정 상변태 변형유기변태 등 복잡한 미세조직 현상을 그 변화가 일어나는 실제 메조 스케일에서 예측하고자 하는 연구가 시도되고 있다. 본고에서는 그 중에서도 소성가공에서 발생하는 재결정 거동 예측에 주로 적용되고 있는 데조스케일 해석 기법과 매크로-메조 다단위 스케일 해석 기법의 국내외 연구 현황에 대해 알아보고자 한다. 또한, 이를 이용한 소성가공공정에서의 미세조직 예측 사례와 미세조직 예측기술의 전망에 대해 기술하고자 한다.

• Computational Structural Engineering
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• v.4 no.2
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• pp.95-102
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• 1991

Some sections of concrete highway pavements have been viewed with great concern by highway officials and engineers due to the severe cracking and failure problems. This is mainly due to the traffic loads in addition to temperature variations between top and bottom of concrete slab, which cause the concrete slab to curl up and down depending on the thermal gradient, respectively. Subsequently, a major consideration was given to the derivation of stiffness matrix and equivalent nodal loads due to the uniform gravity load, temperature and shrinkage of concrete. And the structural behavior of concrete highway pavement due to the temperature variations throughout the nations has been emphasized.

• IEMEK Journal of Embedded Systems and Applications
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• v.8 no.6
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• pp.347-357
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• 2013

Cyber-Physical system(CPS) is characterized by collaborating computational elements controlling physical entities. In CPS, human desire to acquire useful information and control devices anytime and anywhere automatically has increased the necessity of a high reliable system. However, the physical world where CPS is deployed has management complexity and maintenance cost of 'CPS', so that it is impossible to make reliable systems. Thus, this paper presents an 'Autonomic Control System towards High-reliable Cyber-Physical Systems' that comprise 8-steps including 'fault analysis', 'fault event analysis', 'fault modeling', 'fault state interpretation', 'fault strategy decision', 'fault detection', 'diagnosis&reasoning' and 'maneuver execution'. Through these activities, we fascinate to design and implement 'Autonomic control system' than before. As a proof of the approach, we used a ISR(Intelligent Service Robot) for case study. The experimental results show that it achieves to detect a fault event for autonomic control of 'CPS'.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.24 no.1 s.173
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• pp.110-117
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• 2000

Vibration modes obtained from a modal analysis can be better explained from a screw theoretical standpoint. A vibration mode can be geometrically interpreted as a pure rotation about the vibration center in a plane and as the twisting motion on a screw in a three dimensional space. This paper, presents the method to diagonalize a spatial stiffness matrix by use of a parallel axis congruence transformation. It also describes that the stiffness matrix diagonalized by a congruence transformation, can have the planes of symmetry depending on the location of the center of elasticity. For a plane of symmetry, any vibration mode can be expressed by the axis of vibration. Analytical solutions for the axis of vibration has been derived.

• Proceedings of the KIEE Conference
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• 2004.11c
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• pp.301-303
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• 2004

In this work, we develop on-line traffic prediction algorithm for real-time VBR traffic. There are a number of important issues: (i) The traffic prediction algorithm should exploit the stochastic characteristics of the underlying traffic and (ii) it should quickly adapt to structural changes in underlying traffic. GOP ARIMA model effectively addresses this issues and it is used as basis in our bandwidth prediction. Our prediction model deploy Kalman filter to incorporate the prediction error for the next prediction round. We examine the performance of GOP ARIMA based prediction with linear prediction with LMS and double exponential smoothing. The proposed prediction algorithm exhibits superior performam againt the rest.

• Journal of The Korean Association For Science Education
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• v.21 no.3
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• pp.547-557
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• 2001

In this study, we compared the contents of cloud making experiments in middle school science textbooks of 5th and 6th science curriculum from the viewpoint of methods and apparatus. And we analyzed the problems of the experimental methods and apparatus based on the thermodynamic theories. A new experiment was developed to solve the problems, and the effects of new experiment were compared with those of the experiments in the textbooks.