• 대한전기학회:학술대회논문집
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• 대한전기학회 1997년도 하계학술대회 논문집 F
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• pp.2193-2195
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• 1997

This paper describes a control system design for the transmission STATCON by applying a non-linear feedback. A mathematical model for the STATCON was derived by using a 3-phase equivalent circuit and its controller was designed by a numerical computation. The verification of newly designed controller was performed by EMTP simulation and scaled hardware model test. The test results show that the controller using non-linear feedback skim controls its reactive power properly without large transients.

• Journal of Advanced Marine Engineering and Technology
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• 제24권1호
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• pp.134-141
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• 2000

In this study, a scaled model chamber was built to investigate ventilation characteristics of the Under floor Air-conditioning System. Experimental study was performed in model for cargo-oil pump room with inlet and outlet by visualization equipment with laser apparatus. Instant simultaneous velocity vectors at whole field were measured by 2-D PIV system(CACTUS'2000) which adopted two-frame grey-level cross correlation algorithm. The flow pattern reveals the large scale counterclockwise forced-vortex rotation from upside louver to lower scupper toward diagonal corner and also found small eddies at bottom layer

• 한국항만학회지
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• 제14권1호
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• pp.47-55
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• 2000

In order to cope with the changes of container terminal situation in these days, many simulation studies for container terminal have been accomplished. But previous simulation studies using simulation language have limitations in model representation and difficulties in modeling of large scaled container terminal system. To make these problems better, this paper addresses an object-oriented simulation of container terminal system using a DEVS formalism. The DEVS(Discrete Event System Specification) formalism, developed by Zeigler, supports specification of discrete event system in a hierarchical and modular manner. The formalism provides a mathematical basis for studying discrete event systems with better understood and sounder semantics. In a step of system modeling, a DEVS formalism aims at the exact system modeling that has a basis of semantics and utilizing the object-oriented manner can flexibly cope with the changes of system environment. In this study a model is developed and verified through the simulation of some alternatives.

• 대한전기학회논문지:시스템및제어부문D
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• 제53권4호
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• pp.265-276
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• 2004

Genetic Algorithm(GA), that is shown stable performance to find an optimal solution, has been used as a method of solving large-scaled optimization problems with complex constraints in various applications. Since it takes so much time to execute a long computation process for iterative evolution and adaptation. In this paper, a hardware-based adaptive GA was proposed to reduce the serious computation time of the evolutionary process and to improve the accuracy of convergence to optimal solution. The proposed GA, based on steady-state model among continuos generation model, performs an adaptive mutation process with consideration of the evolution flow and the population diversity. The drawback of the GA, premature convergence, was solved by the proposed adaptation. The Performance improvement of convergence accuracy for some kinds of problem and condition reached to 5-100% with equivalent convergence speed to high-speed algorithm. The proposed adaptive GAP(Genetic Algorithm Processor) was implemented on FPGA device Xilinx XCV2000E of EHW board for face recognition.

• 대한전기학회논문지:전력기술부문A
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• 제51권8호
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• pp.385-390
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• 2002

This paper presents a substation expansion planning method with quantitative analysis using ANP. To calculate the reliability factor and economy factor of the system, reliability indices and total construction cost is used. With these factors, new ANP model which select the best plan either economy or reliability among various alternatives is developed. This model can assist the decision making for the system planner. The usefulness of the method is verified by applying it to the large-scaled distribution system.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 1999년도 추계학술대회논문집
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• pp.35-42
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• 1999

In order to cope with the changes of container terminal situation in these days, many simulation studies for container terminal have been accomplished. But established simulation studies using simulation language have restrictions in model representation and difficulties in modeling of large scaled container terminal system. To make these problems better, in this paper addresses object-oriented simulation of container terminal system using a DEVS formalism. In a step of system modeling, using a DEVS formalism aim at the exact system modeling that has a basis of semantics and utilizing the object-oriented manner can flexibly cope with the changes of system environment. In this study a model was developed and verified through the simulation of some alternatives.

• 한국농공학회논문집
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• 제48권6호
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• pp.69-77
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• 2006

In this study, the large scaled model test improved by sand drain was carried out to clarify the internal behavior of the three-dimensional consolidation under different secondary consolidation periods. From the results of model test, the void ratio in the undrained side was lager than in the drained side. In addition, the unconfined compressive strength in the long-term consolidated specimen was larger than that in the short-term consolidated one. It was also found that the unconfined compressive strength was larger in the drained side than in the undrained side. These reasons are considered to be due to the large effective stress by quick pore water pressure dissipation by the short drainage distance in the drained side. Furthermore, in order to investigate the three-dimensional consolidation behavior of clay ground improved by the vertical drain method, the numerical analysis obtained from the three-dimensional elasto-viscous consolidation theory proposed by author (2006) were compared with the test results. It was found that during the three-dimensional consolidation process not only vertical displacement but also radial displacement occurs inside the specimen.

• Structural Engineering and Mechanics
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• 제33권6호
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• pp.725-745
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• 2009

In this paper, probabilistic seismic performance assessment of a typical non-seismic RC frame building representative of a large inventory of existing buildings in developing countries is conducted. Nonlinear time-history analyses of the sample building are performed with 20 large-magnitude medium distance ground motions scaled to different levels of intensity represented by peak ground acceleration and 5% damped elastic spectral acceleration at the first mode period of the building. The hysteretic model used in the analyses accommodates stiffness degradation, ductility-based strength decay, hysteretic energy-based strength decay and pinching due to gap opening and closing. The maximum inter story drift ratios obtained from the time-history analyses are plotted against the ground motion intensities. A method is defined for obtaining the yielding and collapse capacity of the analyzed structure using these curves. The fragility curves for yielding and collapse damage levels are developed by statistically interpreting the results of the time-history analyses. Hazard-survival curves are generated by changing the horizontal axis of the fragility curves from ground motion intensities to their annual probability of exceedance using the log-log linear ground motion hazard model. The results express at a glance the probabilities of yielding and collapse against various levels of ground motion intensities.

• 한국통신학회논문지
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• 제36권8B호
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• pp.897-903
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• 2011

본 논문에서는 현재 육군에서 진행하고 있는 VoIPv6 네트워크 구축 사업에 적용될 예정인 네트워크를 시뮬레이션을 통해 성능을 예측하고 그 결과를 도출하였다. 본 논문의 시뮬레이션에 앞서 선행하였던 첫 번째 u-Army 시뮬레이션의 경우 실험 부대 내로 범위를 한정하여 VoIPv6 네트워크의 성능을 측정하였다면 이번 시뮬레이션에서는 범위를 확장하여 사단 전체에 적용하였을 경우 설계한 VoIPv6 네트워크가 어느 정도의 성능이 나오고 실제 육군의 요구사항에 부합하는지를 예측하는 시뮬레이션이다. 시뮬레이션은 사단에 실제 적용할 네트워크를 모델링하여 사용하였고, 서비스를 사용하는 다양한 상황을 가정하고 시뮬레이션 조건으로 적용하여 네트워크에서 어느 정도까지 서비스를 제공할 수 있는 지를 시뮬레이션 하였다. 도출된 결과는 네트워크의 성능을 예측하여 향후 전군으로 적용될 경우 군 상황과 규모에 적합한 네트워크 구축에 도움을 줄 것이다

• 한국터널지하공간학회 논문집
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• 제11권2호
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• pp.175-188
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• 2009

도심지 등 지역적인 여전에 의하여 기존의 지하 공동 또는 터널에 근접하여 발파를 이용한 새로운 터널을 굴착할 경우, 새로운 터널의 굴착으로 인하여 지반이 이완되고 따라서 기존 지하 공동의 안정성에 문제가 발생할 수 있다. 이러한 가존 지하 공동의 안정성에 문제를 발생시킬 수 있는 가장 큰 요소로는 기존 지하 공동과 신설 터널의 이격거리가 될 수 또한 신설 터널 굴착으로 인한 소성영역의 발생에 따른 지반 이완을 문제 심을 수 있다. 따라서 본 연구에서는 기존 광역 상수관과 신설 터널의 이격거리에 따른 기존 광역 상수관의 안정성을 평가하기 위하여 이격거라가 다른 여섯 가지 모델에 대해 석고를 이용힌 2차원 축소 모형실험을 실시하였다. 실험 결과는 터널 굴착과정과 파괴 단계에서 발생된 변위 벡터와 균열양상으로 표현하였다. 터널 굴착과정 중 발생하는 변위를 분석하면, 터널과 광역 상수관의 간격이 상수관 직경의 2.5배 (2.5D)까지는 이격거리가 증가함에 따라 감소하는 경향을 보인다. 그러나 중심 간격이 2.5D를 넘으면 추가변위는 발생하지 않았다.