• Journal of the Korean Institute of Telematics and Electronics
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• v.13 no.6
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• pp.20-23
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• 1976

A boolean algebra method for computing the reliability in a communication network is prosented. Given the set of all simple paths between two nodes in a network, the terminal reliability can be symbolically computed by the Boolean operation which is named parallel operation. The method seems to be promising for both oriented and nonoriented network.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2010.11a
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• pp.231-234
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• 2010

Analysis of conjugated heat transfer has been conducted for the diffuser exposed to hot combustion gas to design the mechanical durability in high temperature. All the heat transfer means, conduction, convection and radiation have been considered to calculate the total heat flux from hot gas to diffuser surface. The calculation has been implemented by two kinds of methods. One thing is one dimensional method based on empirical equations. The other is CFD(Computational Fluid Dynamics) axisymmetric calculation containing ${\kappa}-{\omega}$ SST(Shear Stress Transport) turbulent model and DO(Discrete Ordinate) radiation model. The derived results of two methods have compared and showed similar values. From this result, the amount of cooling water and the dimension of water cooling channel were decided.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.1C
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• pp.53-62
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• 2008

A constitutive model, which can simulate the effect of principal stress rotation associated with direct simple shear test, is proposed in this study. The model is based on two mobilized planes. The plastic strains occur from the two mobilized planes, and depend on stress state, and they are added. The first plane is a plane of maximum shear stress, which rotates about the horizontal axis, and the second plane is a horizontal plane which is spatially fixed. The second plane is used to consider the effect of principal stress rotation on simple shear tests under different stress states. The soil skeleton behavior observed in drained simple shear tests is captured in the model. This constitutive model is incorporated into the dynamic coupled stress-flow finite difference program FLAC. The model is first calibrated with drained simple shear tests on loose Fraser River sand. The measured shear stress and volume change are partially induced by principal stress rotation and compared with model calculations. The model is verified by comparing predicted and measured settlements due to rigid footing resting on loose sands. Settlements predicted by the proposed model were very similar to measured settlements. Mohr-Coulomb model can not consider the effect of principal stress rotation and its prediction was only 20% of measured settlements.

• Journal of Korean Society of Transportation
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• v.15 no.2
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• pp.51-66
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• 1997

실시간 변화하는 교통상황을 파악하고 교통혼잡을 완화시키려는 각종 교통정책들을 개발하고 평가하기 위하여 동적 통행배정모형에 대한 연구가 지속되고 있으며 상당한 성과 를 이루고 있다. 그러나 이론적인 어려움과 계산량과 과다로 기존의 모형들은 대부분 단순 가로망을 대상으로 적용되어 왔으며 대규모 가로망에 적용하는 데는 상당한 어려움을 겪고 있다. 본 연구의 목적은 실제 가로망에 쉽게 적용할 수 있는 휴리스틱 동적 통행배정모형을 개발하고 이를 해석할 수 있는 알고리즘을 개발하는 데 있다. 개발되는 모형은 변동부등식 (variational inequality)으로 구축되며 알고리즘은 휴리스틱 알고리즘(heuristic disagonalized algorithm)을 개발한다. 예제 가로망을 대상으로 개발된 모형을 평가하며 도출된 해가 Wrdrop의 균형해(equilibrium)임을 보인다.

• Composites Research
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• v.16 no.5
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• pp.28-38
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• 2003

In this study, the analytical investigation of orthotropic rectangular plate is presented. The loaded edges are assumed to be simply supported and the unloaded edges could have elastically restrained boundary conditions including the extreme boundary condition such as simple, fixed, and free. Using the closed-form solutions, the buckling analyses of orthotropic plate with arbitrary boundary conditions are performed. Based on the data obtained by conducting numerical analysis, the simplified form of equation for finding the buckling coefficient of plate with elastically restrained boundary conditions at the unloaded edges is suggested as a function of aspect ratio, elastic restraint. and material properties of the plate. The results of buckling analyses by closed-form solution and simplified form of solution are compared for various orthotropic material properties. It is confirmed that the difference of results is less than 1.5%.

• Computational Structural Engineering
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• v.10 no.1
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• pp.149-158
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• 1997

This paper presents the illustration of application under attached point mass to the special orthotropic plates with a pair of opposite edges simply supported and the other pair of opposite edges free. Design engineers need to calculate the natural frequencies of such elements but obtaining exact solution to such problems is very much difficult. Pretlove reported a method of analysis of beams with attached masses using the concept of effective mass. This method, however, is useful only for certain simple types of beam. Therefore, considering the method has been developed by D. H. Kim(1974) is simple, accurate, and very effective for the plates with arbitrary boundary conditions and irregular sections, this paper calculates the natural frequencies of composite laminated plate under attached point mass/masses.

• Journal of the KSME
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• v.32 no.8
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• pp.685-690
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• 1992

가전제품의 제조와 관련된 열공학문제를 몇가지 예를 들어 검토하여 보았다. 제품은 강도가 커야 하고 설계공차 내에 들어야 하는 등의 조건을 만족함과 아울러, 그의 생산공정은 가급적으로 쉬워야 하고 재료를 절감할 수 있어야 한다. 제조공정 중의 열공학적인 과정이 제품 구조내의 열응력분포를 결정지우므로 열전달과정의 세심한 제어가 필요하다. 근래에 들어 컴퓨터의 발달로 열전달과정의 수치해석이 제조장비의 설계와 제조과정의 최적제어의 보조수단으로 등장하고 있다. 실제의 문제에서는 대부분 삼차원형상을 가지고 있고, 시스템을 고려하여야 하므로 여러 가지 현상이 연계되어 있다. 그러므로 수치계산에는 여전히 종래의 실험기법에 의한 실험식들과 여러 가지 축적된 경험의 도움을 필요로 한다. 이러한 측면에서 볼 때, 종래의 실험식, 경험식, 물성치, 기존의 수치해석의 결과 등을 컴퓨터에 데이터베이스(data base)화하여 소위 전문가 시 스템(expert system)을 구축하는 편이 단순히 공정의 극히 일부분 현상들을 수치해석하는 작업 보다 선행되어야 함이 바람직할 수 있다. 또한, 가전제품의 제조에는 열공학 또는 열전달현상에만 따로 주의를 기울이지 말고, 재질의 선택, 그의 유변학(rheology), 구조내의 균열문제 등을 연계 하여 고려하여야 한다.

• Composites Research
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• v.28 no.4
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• pp.176-181
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• 2015

In this study, the Z-shape fabric design is proposed as the way to enhance the ballistic performance of fabrics which are used as the intermediate layer of stuffed Whipple shield configurations. The Z-shape fabric employs a different boundary condition from those of conventional configurations of fabrics which include 4 edge fixed. Impact analysis on Z-shape aramid yarns and fabrics using LS-DYNA software was performed and the results were compared with 2 edge fixed and 4 edge fixed fabrics to identify the high velocity impact energy absorption characteristics of the Z-shape fabric. It was revealed that the Z-shape showed different impact behavior and higher energy absorption performance than 2 and 4 edge fixed fabrics.

• Proceedings of the Korea Inteligent Information System Society Conference
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• 2005.11a
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• pp.407-414
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• 2005

본 연구는 상품추천을 위해 필요한 고객선호도 추정모형을 제안하고, 이러한 선호도 추정결과에 따른 선호도 정보를 이용하여 궁극적으로 상품추천의 성과를 제고시키기 위한 방법을 제시하였다. 즉, 고객의 행동패턴만으로 고객의 제품선호도를 정확히 추정할 수 있는 새로운 선호도 추정모형을 제안하였다. 이 제안모형은 선호도에 영향을 주는 요인들의 상대적인 가중치를 학습을 통해 최적화시킴으로써, 보다 정확한 선호도 평가를 가능하게 해 주다. 한편, 이 모형의 타당성을 검증하기 위해서 본 연구에서는 가상서점 고객들을 대상으로 고객선호도 정보를 수집한 후, 본 제안모형을 적용했을 때의 협업 필터링 성과와 단순선호도 계산식을 이용했을 경우의 성과를 비교 분석하였다. 이에 대한 실증분석결과는 본 제안모형을 적용했을 때의 협업 필터링 성과가 단순 선호도 모형을 적용했을 때의 성과보다 더 우수한 것으로 나타났다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.39 no.1
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• pp.123-134
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• 2019

This paper proposed a new design equation for the inelastic lateral torsional buckling (LTB) of singly symmetric stepped I-beams with non-compact flange sections. The proposed equation was generated using a finite element program, ABAQUS, and a statistical program, MINITAB. The parameters used were the stepped beams parameters; ${\alpha}$, ${\beta}$, and ${\gamma}$ and the length-to-height ratio ($L_b/h$) of the beam. The proposed equation was further validated by means of experimental test, where beams were subjected to four-point bending and supported by roller and lateral braces near the end supports. In addition, finite element models were simulated using the same parameters used in the experimental test to verify the results of the test conducted. It was proved that LTB capacity calculated from the proposed equation is accurate and conservative in comparison with the yielded values from the FEM and actual test, making it a reliable and safe approach in calculating the buckling capacities of singly symmetric stepped beams with non-compact flange sections.