• 한국산학기술학회논문지
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• 제14권5호
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• pp.2140-2149
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• 2013

혁신에서 불확실성이나 불연속을 경영한다는 것은 대부분의 기업에게 어려운 과제이다. 기업의 지속 가능한 장기적인 생존을 위해 불연속 혁신이 내포하고 있는 문제 중 하나는 혁신가의 딜레마이다. 특히 불연속 혁신과 기존 사업자간의 동태적인 상황은 연구자들과 기업 경영자들에게 큰 관심사항이다. 본 논문은 불연속 혁신이라는 현상을 설명하는 이론적 배경으로 격변이론을 도입한다. 즉, 불연속 혁신에 대한 기업전략의 동태적인 현상을 격변이론의 틀에서 해석함으로써 혁신딜레마를 극복하는 제어인자를 도출한다. 이를 위해 본 논문은 불연속 혁신의 네 가지 유형으로 기술 불연속, 제품 불연속, 사업 불연속, 그리고 소비자 선호도 불연속을 정의하고, 각각의 유형별로 불연속 혁신 실사례를 격변이론의 관점에서 해석함으로써 불연속 혁신을 중심으로 한 기업간 경쟁의 동태적인 상황을 분석하였다. 이러한 분석 과정은 기업 간 경쟁 속에서 예측이 떨어지는 불연속적인 상황에 미리 대처할 수 있는 제어인자를 발굴할 수 있도록 해준다.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2008년도 추계학술대회 논문집
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• pp.263-266
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• 2008

This paper is concerned with the analysis of elasto-plastic stress waves in a mode I semi-infinite cracked solid subjected to Heaviside pulse load. This study adopts a time-discontinuous variational integrator based on Hamiltonian in order to reduce the numerical dispersive and dissipative errors. This also utilizes an integration scheme of the constitutive model with 2nd-order accuracy which is formulated on the strain space for a rate and temperature dependent material model. Finite element analyses of elasto-plastic stress waves are carried out in order to compare the accuracy between a conventional Galerkin method and the time- discontinuous variational integrator.

• 한국조명전기설비학회:학술대회논문집
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• 한국조명전기설비학회 2004년도 춘계학술대회 논문집
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• pp.506-510
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• 2004

A multi-phase interleaved buck converter is used to reduce current ripples and filter size of a power supply. This paper addresses the modelling and steady-state analysis of the multi-phase interleaved buck converter operated in discontinuous inductor current mode. The model is derived using an averaging technique in steady state. The do voltage ratio and the range of the discontinuous inductor current mode(DICM) and the continuous output current mode(COCM) are derived from the averaged state-space model. In addition, the efficiency is investigated according to the number of phase.

• 한국통신학회논문지
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• 제25권3B호
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• pp.431-436
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• 2000

It is required for us to design multimedia synchronization model which present mixed media, tat contains not only continuous medial but also discontinuous media. And it is useful for us to develop multimedia application software. Proposed paper represents model tat expresses continuous media and discontinuous media. And continuous medial show the temporal relations between media objects then discontinuous media spatial relations. The model proposed in this paper is effective in applying the system to guarantee high quality of services and can process real time application form applying efficient multiple key media when events occur. We verified that the proposed model has improved media palyout rate compared with other previous synchronization models through simulation.

• 조명전기설비학회논문지
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• 제22권6호
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• pp.34-43
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• 2008

상태 공간 평균화 모델은 강압형, 승압형 및 승 강압형 DC/DC 컨버터에 적용이 가능하며, 특별한 계산이 필요 없는 높은 정밀도가 증명된 모델이다. 이러한 모델은 전류연속모드(CCM) DC/DC 컨버터에서 확립되었으며, 본 논문에서는 컨버터의 전류연속모드(CCM) 모델로부터 의미 있는 결론을 유도하고자 한다. 본 논문에서는 스위치 평균모델을 이용한 DC/ DC 컨버터의 전류불연속모드(DCM) 모델링 및 임계특성에 관하여 논하였다. 스위치 평균 모델은 전류연속모드(CCM)와 전류불연속모드(DCM) 사이의 DC/DC 컨버터의 경계 조건에 대한 모델로부터 유추할 수 있으며, 시뮬레이션과 실험에 의해서 스위치의 평균 모델의 주파수 응답 특성을 예측할 수 있었다. 본 연구에서는 MOSFET를 사용하여 입력전압 15[V], 출력전압 24[V], 출력전력 24[W]급 시스템을 제작하여 실험하였다.

• 콘크리트학회논문집
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• 제12권6호
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• pp.83-90
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• 2000

This paper presents an analytical prediction of the elastic behavior of discontinuous displacement in reinforced concrete column-footing joint under earthquake. Material nonlinearity is taken into account by comprising tensile, compressive and shear models of cracked concrete and a model of reinforcing steel. The smeared crack approach is incorporated. In boundary plane at which each member with different thickness is connected, local discontinuous deformation due to the abrupt change in their stiffness can be taken into account by introducing interface element. The proposed numerical method for hysteretic behavior of discontinuous displacement in reinforced concrete column-footing joint will be verified by comparison with reliable experimental results.

• KCI Concrete Journal
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• 제12권2호
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• pp.23-30
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• 2000

This paper presents behavior of concrete pavement at transverse joint subject to static test load. The test was conducted on 1/10 scale model in the laboratory. Load transfer across the crack is developed either by the interlocking action of the aggregate particles at the faces of the joint or by a combination of aggregate interlock and mechanical devices such as dowel bars. In this study, significant three variables considered to the performance of joints were selected. : (a)diameter of dowel bars(2.5mm, 3.0mm, 4.0mm), (b)presence or absence of dowel bars, (c)aggregate types(crushed stone, round stone). Experimental results were analyzed to find relationships among displacement of discontinuous plane at jointed slab, load transfer efficiency and joint opening, etc. Displacement of discontinuous plane at joint was decreased according to the increase of dowel bar diameter. In addition, it is found that model slabs made using crushed stone had better load transfer characteristics by aggregate interlock than model slabs made using similarly graded round stone. Displacement of discontinuous plane was increased according to the increase of loading. In addition, it was decreased as dowel diameter(2.5mm, 3.0mm, 4.0mm) was increased. In the case of slab without dowel bars, displacement of discontinuous plane was greatly increased and load transfer effciency of slab applied crushed stone was shown 30 percent greater than round stone. In addition, load transfer efficiency of slabs, which were made using crushed and round stone without dowel bars, was decreased to 20 percent and 30 percent, respectively as it was compared with slabs made us-ing dowel bars.

• Advances in aircraft and spacecraft science
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• 제4권5호
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• pp.555-571
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• 2017

The description of transitional flows by means of RANS equations is sometimes based on non-local approaches which require the computation of some boundary layer properties. In this work a non-local Laminar Kinetic Energy model is used to predict transitional and separated flows. Usually the non-local term of this model is evaluated along the grid lines of a structured mesh. An alternative approach, which does not rely on grid lines, is introduced in the present work. This new approach allows the use of fully unstructured meshes. Furthermore, it reduces the grid-dependence of the predicted results. The approach is employed to study the transitional flows in the T106c turbine cascade and around a NACA0021 airfoil by means of a discontinuous Galerkin method. The local nature of the discontinuous Galerkin reconstruction is exploited to implement an adaptive algorithm which automatically refines the mesh in the most significant regions.

• 전기학회논문지
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• 제56권5호
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• pp.898-904
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• 2007

This paper presents the generalized and explicit expressions for evaluating the performance of the multi-phase interleaved boost converter (IBC) operating in discontinuous inductor current mode (DICM). The full order averaged model is derived. The generalized transfer functions of interest are presented and the dynamic characteristics are analyzed. The generalized analysis of converter performance is verified through the experimental and simulation results.

• 한국터널공학회:학술대회논문집
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• 한국터널공학회 2005년도 학술발표회 논문집
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• pp.348-358
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• 2005

Although the evaluation of the mechanical properties and behavior of discontinuous rock masses is very important for the design of underground openings, it has always been considered the most difficult problem. One of the difficulties in describing the rock mass behavior is assigning the appropriate constitutive model. This limitation may be overcome with the progress in discrete element software such as PFC, which does not need the user to prescribe a constitutive model for rock mass. Instead, the micro-scale properties of the intact rock and joints are defined and the macro-scale response results from those properties and the geometry of the problem. In this paper, a $30m{\times}30m{\times}30m$ jointed rock mass of road tunnel site was analyzed. A discrete fracture network was developed from the joint geometry obtained from core logging and surface survey. Using the discontinuities geometry from the DFN model, PFC simulations were carried out, starting with the intact rock and systematically adding the joints and the stress-strain response was recorded for each case. With the stress-strain response curves, the mechanical properties of discontinuous rock masses were determined and compared to the results of empirical methods such as RMR, Q and GSI. The values of Young's modulus, Poisson's ratio and peak strength are almost similar from PFC model and Empirical methods. As expected, the presence of joints had a pronounced effect on mechanical properties of the rock mass. More importantly, the mechanical response of the PFC model was not determined by a user specified constitutive model.