• Journal of the Institute of Electronics Engineers of Korea CI
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• v.42 no.1
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• pp.35-44
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• 2005

This paper proposes an efficient heuristic load balancing algorithm for multiprocessor systems. The algorithm minimizes the number of idle links to distribute load traffic and reduces its communication cost. Each processor iteratively tries to transfer unit load to/from all neighbor processors. However, real load transfer is collectively done after all load traffic is calculated. This prevents useless traffic and thus reduces the overall load traffic. The proposed algorithm can be employed in various interconnection topologies with slight modifications. In this paper, it is applied to hypercube, mesh, k-ary n-cube and general graph environments. For performance evaluation, simulation studies are performed. The proposed algorithm and the well-known existing algorithms are implemented and compared. The results show that the proposed algorithm always balances the loads perfectly. furthermore, in comparison with the existing algorithms, it reduces the communication costs by 77%, 74% and 73% in the hypercube, the mesh, and k-ary n-cube, respectively.

• Journal of Korean Association for Spatial Structures
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• v.10 no.2
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• pp.87-94
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• 2010

Form-Finding of tensegrity structures by eigenvalue problem is presented, In ardor to maintain the structures stable, "Form-Finding" should be performed. The types of analytical methods are known to solve this phenomenon: One is to use force density method, and the other is to apply so called, generalized inverse method. In this paper, new form finding methods are presented to obtain the self-equilibrium stress of the tensegrity structures. This method is based on the equilibrium equation of the all of the joint and the governing equation is formulated as eigonvalue problem. In order to verify this approach, numerical example(tensegrity structures) are compared with others calculated by previous methods. The solution by present method is shown identical results. Furthermore, the developed process to find the results is more efficient than previous approaches.

• Journal of the Korean GEO-environmental Society
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• v.7 no.6
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• pp.13-22
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• 2006

The geotextile have been used in filtration and drainage for over 30 years in many applications of civil and environmental projects. Geotextile tube is compound technology of filtration and drainage property of geotextile. Geotextile have been used for various types of containers, such as small hand-filled sandbags, 3-dimensional fabric forms for concrete paste, large soil and aggregate filled geotextile gabion, prefabricated hydraulically filled containers, and other innovative systems involving containment of soils using geotextile. They are hydraulically filled with dredged materials. It have been applied in coastal protection and scour protection, dewatering method of slurry, and isolation of contaminated material. Recently, geotextile tube technology is no longer alternative construction technique but suitable desired solution. This paper presents the behavior of geotextile tube composite structure by 2-D limit equilibrium and plane strain analysis. 2-D limit equilibrium analysis was performed to evaluate the stability of geotextile tube composite structure for the lateral load and also the plane strain analysis was conducted to determine the design and construction factors. Based on the results of this paper, the three types of geotextile tube composite structure is stable. And the optimum tensile strength of geotextile is 151kN/m and maximum pumping pressure is 22.7kN/m.

• Journal of the Korean Geotechnical Society
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• v.18 no.5
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• pp.251-260
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• 2002

Geotextile tribes are made of sewn geotextile sheet and hydraulically or mechanically filled with dredged materials. They have been applied in hydraulic and coastal engineering in recent years(shore protection structure, detached breakwater, groins, and jetty). Therefore, it is composed of geotextile and confined fill material. Recently, new preliminary design criteria supported by model and prototype tests, and some stability analysis calculations have been studied. The stability analysis of geotextile tube is composed of geotechnical and hydrodynamic analysis. The stability check points are sliding failure, overturning, bearing capacity failure against the wave attack. In this paper are presented the stability analysis method by empirical equation and 2-D equilibrium analysis for geotextile tube. Also, the hydraulic model tests were performed to verify the theoretical stability analysis with geotextile tube shape, filling ratio, significant wave height, and so on. The results of this study show that the stability of geotextile tube depends on the tube shape, contact area, projection area. The theoretical analysis and hydraulic model test show almost the same results.

• Computational Structural Engineering
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• v.11 no.1
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• pp.179-190
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• 1998

A geometrically nonlinear finite element formulation of spatial cable networks is presented using two cable elements. Firstly, derivation procedures of tangent stiffness and mass matrices for the space truss element and the elastic catenary cable element are summarized. The load incremental method based on Newton-Raphson iteration method and the dynamic relaxation method are presented in order to determine the initial static state of cable nets subjected to self-weights and support motions. Furthermore, static non-linear analysis of cable structures under additional live loads are performed based on the initial configuration. Challenging example problems are presented and discussed in order to demonstrate the feasibility of the present finite element method and investigate static nonlinear behaviors of cable nets.

• Proceedings of the Korean Vacuum Society Conference
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• 2011.02a
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• pp.316-316
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• 2011

제일원리 계산으로 Fe/Pt (001) 표면의 표면상태도를 계산하고 표면상태도로 부터 얻어진 평형 Fe/Pt (001) 표면구조의 자기이방성에너지를 계산하였음. 계산된 표면상태도로 부터 Fe-rich $L1_2$ 구조와 수직 $L1_0$ 구조가 가장 안정한 표면 Fe/Pt (001) 구조임이 밝혀졌음. 제일원리로 계산 된 두 구조의 자기이방성에너지를 관측하여 두 구조의 자기용이축이 모두 [001] 방향으로 정렬 됨을 확인하였다. 자기이방성에너지가 격자 변화와 표면 형성 중 어떤 원인에 의해 발생하는지 판단하기 위해서 표면구조, 벌크구조, 및 표면구조와 동일한 격자상수를 가진 벌크구조를 비교 하였다. 비교 결과에 의해 자기이방성에너지의 주 원인은 표면 형성임이 밝혀졌으며 이를 좀 더 명확히 하기위해 상태밀도함수를 계산하였다. 상태밀도함수 계산 결과 Fe 원자의 $3d_{z2}$ 오비탈의 페르미 준위 아래에서의 상태가 표면이 형성되면서 증가하는 것을 관측하였으며 이는 [001] 방향으로의 자기이방성을 증가시키는 오비탈이므로 표면 형성에 따른 자기이방성에너지 증가는 Fe 원자의 $3d_{z2}$ 오비탈에 의함이 판명되었다.

• Journal of Korea Society of Industrial Information Systems
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• v.18 no.4
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• pp.37-41
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• 2013

A balance maintain system of Stewart platform using AHRS(Attitude and Heading Reference System) sensor is introduced. The Stewart platform is used for controlling a standing plate to keep up horizontal level at any slopes. To know current leaned degrees, AHRS sensor is used. We made feed-back system that AHRS sensor sends current status and the Stewart platform revises top plate to be equilibrium state.

• Proceedings of the Korean Vacuum Society Conference
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• 2012.02a
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• pp.521-521
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• 2012

공정용 유도 결합 플라즈마에서 강자성체 페라이트를 이용하여 평형전력 공급 변압기를 사용하여 안정적인 고밀도 플라즈마 발생원 개발에 관한 연구를 수행하였다. 실험에서는2개의 평형전력 공급 변압기를 이중 구조 안테나에 설치하였다. 20-100 mTorr 압력 범위의 아르곤 기체에 30-150 W범위의 전력을 인가하여 반응용기의 중앙에서 부유 탐침법을 이용하여 플라즈마 밀도와 전자 온도를 측정하였다. 동일한 압력과 전력이 인가되었을 때, 평형전력 공급 변압기의 연결 유무에 따른 플라즈마 밀도를 비교하였으며, 본 연구에서 제시한 플라즈마 발생원에서의 플라즈마 밀도가 더욱 높음을 보였다. 또한 전자 온도와 부유 전위는 평행전력 공급방식을 이용한 플라즈마 발생원이 상대적으로 낮은 값을 가졌다. 이는 플라즈마 전위의 감소를 나타내며, 챔버 벽으로 빠져나가는 이온과 전자의 손실이 줄어들었음을 알 수 있다.

• Proceedings of the KIPE Conference
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• 2006.06a
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• pp.242-244
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• 2006

본 논문은 LCD Backlight 인버터 구동 응용을 위한 다중 램프 점등 시 트랜스포머 소자 수 감소를 이를 수 있는 전류평형 트랜스포머의 구조 및 형상에 관한 것으로서, 제안된 트랜스포머 구조는 기존의 트랜스포머 구조 방식에 비해 소자 수가 줄어들어, LCD Backlight 인버터의 원가를 저감 할 수 있는 트랜스포머 구조 및 형상에 관한 것이다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.1 no.1
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• pp.87-92
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• 1989

In this study, the nonlinear dynamic model of the systems which include the offshore structure, the surrounding sea water in terms of the added mass, the foundation in terms of frequency independent springs, dashpots, and the floating ice feature with its hydrodynamic added mass, are proposed for the problem of the large ice floes impact. Dynamic Analysis is performed on two site conditions, sand site and silt site, and on two seasons, winter and summer, for various ice floe velocities. As a result of study, Ice floes from energy balenced method is lower than that from dynamic modeling on sand site, and higher than the on silt site.