• Proceedings of the Korean Vacuum Society Conference
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• 2010.02a
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• pp.237-237
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• 2010

에너지소비와 엔진 부품의 마모문제를 해결하기 위해, soft-phase를 doping한 hard상의 coating에 대한 실험이 최근 중요한 연구 테마로서 진행 중이다. 특히 MoN-Cu coating은 미국 Argon 연구소의 Erdemer박사 등에 의해, 고온 및 상온 윤활성이 우수한 코팅층으로 보고된 이후 많은 연구가 진행되고 있다. 그러나 기존 연구는 Mo와 Cu의 원소타겟을 이용한 연구가 주력이 되었다. 높은 경도와 저온 고온에서의 낮은 나노 혼합물 코팅 종류는 일반적으로 Mo와 Cu와 같은 원소 합금을 이용한 다수 타겟을 이용한 공정에 의해 진행되어왔다. 이러한 복수의 타겟에 의해 증착 동안에는, 정확한 조성, 큰 크기의 시편들의 균일 증착을 조절하기가 쉽지 않다. 또한, 코팅층에 3번째 성분을 추가하기가 어렵다는 문제점이 있다. 본 연구에서는, 최상의 마찰계수와 표면경도를 보이는 MoN-Cu층을 형성시키기 위하여 합금으로 단일 타겟을 제조하였다. 이를 위한 최적 조성을 결정하기 위하여 Mo, Cu 단일 타겟을 이용한 Unbalanced Magnetron sputtering 법으로 다양한 Cu 함량의 MoN+Cu 합금을 제조하였으며, 이에 대한 경도 및 마찰계수 측정을 통해 최적의 Cu 함량을 결정하였다. 이러한 최적 조성의 Cu 타겟제조를 기계적 합금화와 Spark plasma sintering 기술을 이용하여 제작하였으며, 복수의 합금 타겟과 단일 합금 타겟으로 제조된 코팅층의 물성 비교를 통해 합금 타겟의 우수성 여부를 확인하고자 하였다. 증착된 두 조건의 물성을 비교 단일 타겟은 두가지 타겟으로 증착한 것보다 비슷한 조성에서 경도가 높았으며 경도가 비슷한 조성에서는 마찰계수가 낮았다. 또 입자는 10 at.% Cu 조성에 대해 단일타겟이 50nm 결정립을 갖는 반해 단일타겟은 측정이 불가능할 정도의 미세한 결정립을 가졌다. Erdemir의 연구 결과에 의하면, Cu 함량이 증가함에 따라 columnar 형태의 코팅층구조가 나노 구조로 변한다고 하였는데, 본 연구에서 복수의 원소 타겟에서는 확인이 안되었으며, 단일 합금 타겟에서 완벽한 featurless 형태의 코팅층 구조와 우수한 조도의 박막층을 얻을 수 있었다. 이렇게 제조된 다양한 코팅층에 대한 마찰계수 측정이 진행중이다.

• Journal of the Institute of Electronics Engineers of Korea SD
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• v.41 no.1
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• pp.35-46
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• 2004

In comparison with edge-emitting lasers(EELs), predicting the output power and slope efficiency of Vertical-Cavity Surface-Emitting Lasers(VCSELs) is very difficult due to the absorption loss in DBR layers. However, by using transfer matrix method(TMM), we've made possible to calculate such parameters of multi-layer structures like VCSELs. In this paper, we've calculated the threshold gain, threshold current and slope efficiency through the methodology based on TMM. Also TMM is the way of customizing the VCSEL structure for the desired threshold current and slope efficiency by changing the number of DBR mirror layers.

• The Journal of the Acoustical Society of Korea
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• v.31 no.1
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• pp.51-61
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• 2012

In this research, we have analyzed the trend of radiation pattern variation in relation to the change of design variables such as source interval and source number for conformal array transducers arranged in equi-angle, equi-interval, and geodesic dome forms. Through statistical multiple regression analysis of the results, we derived functional forms of the side lobe level and the beamwidth in terms of the design variables. Futhermore, the structure of the array transducer was optimized to achieve the smallest side lobe level while satisfying the requirements on beam width by the GA (genetic algorithm) method. Based on the optimized results, we have determined the equi-interval form as the optimal array geometry among the three conformal array geometries.

• Journal of the Korean Society of Hazard Mitigation
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• v.10 no.1
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• pp.1-7
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• 2010

Rural facilities need to be changed to be industrialized and long span structures due to accelerating aging of the rural population. In this study, the optimized structure was developed by applying Pre-Engineered Building System using the tapered member to make that the Korea standard green house has a long span. When considering design load, reasonable values were adapted by reviewing existing design codes. As a result, applying pre-engineered building system was efficient in structural system that has span longer than 16 m. And it was concluded that the increase with the longitudinal span from 4 m to 12 m was more efficient in aspect of steel amount.

• Journal of the Institute of Electronics Engineers of Korea SC
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• v.38 no.5
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• pp.1-6
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• 2001

In this paper, we propose the initial optimized structure of the Radial Basis Function Network(RBFN) which is more simple in the part of the structure and converges more faster than Neural Network. For this, we use the analysis method using time frequency localization and we can decide the initial structure of the RBFN suitable for the given problem. When we compose the hidden nodes with the radial basis functions whose localization are similar with the target function in the plane of the time and frequency, we can make a good decision of the initial structure having an ability of approximation.

• Transactions of the Korean Society for Noise and Vibration Engineering
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• v.19 no.4
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• pp.400-408
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• 2009

This work presents experimental results on vibration control of flexible structures using the squeeze mode electrorheological(ER) mount. An appropriate size of the squeeze mode ER mount is devised and its field-dependent damping force characteristics are experimentally evaluated. The ER mount is then applied to two different flexible structures : beam structure and frame structure. An optimal controller associated with displacement and acceleration signals is designed to suppress the imposed vibration and experimentally realized using the microprocessor. Vibration control responses of the flexible structures such as acceleration are evaluated in time and frequency domains.

• Convergence Security Journal
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• v.6 no.2
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• pp.31-42
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• 2006

In this paper, we proposed an integrated infrastructure for optimal information security to resolve these kinds of problems and to implement more powerful protection. The proposed infrastructure presents a security framework, provides a functional mechanism, and implements a scheme for information security based on the design concept of integrated structures. In order to ensure effective malicious traffic blocking, this paper emphasizes that a comprehensive approach through infrastructure improvement and combination of scanning tool is the only measure for preparing against today's environment of virus infiltration. The proposed model is a measure developed at a time when a permanent technological solution to virus is yet to be developed. A performance analysis model is developed and the performance is evaluated through the case studies for the proposed methodology. The effectiveness of the infrastructure for optimal information security needs the continuous diagnostic evaluation and tuning through the users or the organizations.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 1998.04a
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• pp.120-127
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• 1998

It is very difficult to execute the vibration analysis of a huge strucutre, which takes up much time and expense. In this paper we intend to make the equivalent system of a local vibration system of a huge structure with a view to improving the dynamic characteristics and reducing time and expense. First of all, upper deck structure model is maded. And we perform the vibration analysis by the Substructure Synthesis Method and execute the exciting test for the upper deck structure model, and observe the coincidences of two results to confirm the reliability of the analyzing tools used. To make the equivalent system, we give boundary condition to sub-structure that want to be modified and execute the Sensitivity Analysis Method and the Optimum Structural Modification Method. And we execute the structural modification of the equivalent system.. The following can be found from this study. 1. The analytical results are generally coincident with each other. 2. The equivalent system of the superstructure model can be easily obtained using the sensitivity analysis metho and the optimum structural modification method. 3. The structural modification using the equivalent system can be obtained good results above 90% of object value.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.25 no.5
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• pp.375-380
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• 2012

In this study, dynamic load and dynamic contact force between a building block and wire ropes of a goliath crane are calculated during lifting or turn-over of a building block for the design of an optimal lug arrangement system. In addition, a multibody dynamics kernel for implementing the system were developed. In the multibody dynamics kernel, the equations of motion are constructed using recursive formulation. To evaluate the applicability of the developed kernels, the interferences and dynamic contact force between the building block and wire ropes were calculated and then the hull structural analysis for the block was performed using the calculation result.

• Computational Structural Engineering
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• v.11 no.1
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• pp.161-170
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• 1998

A general formulation of the long cylinder tolerance design for the joint structure is here presented. The aim of this paper is to calculate the tolerance of joint by defining tolerance as a kind of uncertainty and to obtain the robustness of the joint structure. It is formulated on the bases of the minimum sensitivity theorem. The objective function is the tolerance sensitivity for the Von-Mises stress. It also took into full account the stress, displacement and weight constraints. PLBA(Pshenichny-Lim-Belegundu-Arora) algorithm is used to solve the constrained nonlinear optimization problem. The finite element analysis is performed with CST(Constant-Strain-Triangle) axisymmetric element. Sensitivities for design variables are calculated by the direct differentiation method. The numerical result is presented for the cylindrical structure where the joint tolerance is treated as random variables.