• Proceedings of the KIEE Conference
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• 2002.11b
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• pp.218-220
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• 2002

본 논문은 시간영역 모의 테크닉과 과도안정도 해석 직접법을 결합한 하이브리드형 방법을 설명한다. 먼저 객체지향기법을 이용한 시간영역 모의를 통해 실제 시스템의 궤도를 계산하고, 과도안정도 여유도를 계산하기 위한 안정도 지수를 유도하기 위해 과도 에너지함수를 평가한다. 일단 시스템의 어떤 상태(안정 또는 불안정)가 확인되면 CPU 시간을 줄이기 위해 시간영역 모의를 중단하기 위한 적절한 기준이 제시되었다.

• Journal of the Korea Institute of Military Science and Technology
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• v.12 no.4
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• pp.532-539
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• 2009

When assailing some area, it is important to consider targeting power system. This paper describes effective method that power networks are incapacitated based on assessing TSI and VDI. For this, we compose realistic scenario and analyze the simulation results in a view of stability. The simulation results show the destruction effects when occur the contingency in the specified area. To perform this process, the simulation tool PSS/E and DSAT are used.

• Proceedings of the KIEE Conference
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• 2007.07a
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• pp.443-445
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• 2007

본 논문은 전력계통의 전압안정도 향상을 위해서 실시간 전압안정도 위험지수(Voltage Stability Risk Index, VSRI)를 계산하는 방법과 시스템을 기술한다. 기존의 모선 전압안정도 감시방법은 조류계산이라는 수학적 모델을 적용한 방법으로 입력데이터의 수가 많고 오차가 항상 존재하기 때문에 계산결과가 부정확하고 계산주기가 십 여분 이상 소요되는 단점을 갖는 반면, 제안된 방법은 측정된 전압 값을 사용하기 때문에 정확하고 실시간으로 모선의 과도 전압안정도를 감시할 수 있다. 특히 제안된 방법은 과도 전압안정도에 취약한 모선을 실시간으로 감시할 수 있다.

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.24 no.4
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• pp.17-24
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• 2010

The power transfer capability has been recently highlighted as a key issue in many utilities with the power system more stressed and heavy loaded. The total transfer capability in the KEPCO power system is determined mainly by the voltage stability limit and many approaches for enhancement of the total transfer capability has been consistently performed. In this paper, a new transfer capability index to locate the STATCOM(Static Synchronous Compensator) effectively for enhancing the total transfer capability from a static voltage stability viewpoint is presented and it is applied to a small scale power system of IEEE 39-bus test system in order to show the effects of this index. In addition, the effect of transient stability as well as voltage stability to the total transfer capability when loads are increased is analyzed using this small scale power system.

• Journal of the Institute of Electronics Engineers of Korea TC
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• v.40 no.8
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• pp.340-348
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• 2003

In this paper, we propose a novel formulation to solve a time-domain combined field integral equation (CFIE) for analyzing the transient electromagnetic scattering response from closed conducting bodies. Instead of the conventional marching-on in time (MOT) technique, tile solution method in this paper is based on the moment method that involves separate spatial and temporal testing procedures. Triangular patch vector functions are used for spatial expansion and testing functions for three-dimensional arbitrarily shaped closed structures. The time-domain unknown coefficient is approximated as a basis function set that is derived from tile Laguerre functions with exponentially decaying functions. These basis functions are also used as the temporal testing. Numerical results computed by the proposed method arc stable without late-time oscillations and agree well with the frequency-domain CFIE solutions.

• The Journal of Engineering Geology
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• v.18 no.4
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• pp.405-414
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• 2008

When we evaluate slope stability, we regard the slope homogeneous and evaluate slope stability at the most dangerous portion of slope. However, since conditions and properties of rock mass/soil are different from one location to another within a single slope, slope stability evaluated by current concept can not represent slope correctly. This also result in over-reinforcement at the portion where reinforcement is not necessary. In order to solve these problems, we suggest a cell unit evaluation method in which we apply small rectangular cells in a slope and regard each cell as a single slope. In this method, slopes are classified into soil slope and rock slope depending on materials. Strength of rock, volumetric joint count, spacing of joints, condition of joints, ground water condition and so on are examined and SMR and condition index values are calculated. Finally, all data and results are presented as contour maps. We apply the cell unit evaluation method into 3 cut slopes. SMR values estimated by the new method are larger than those by current concept at most portions of slope, indicating that the new method suggested by this research represent slope stability more correctly than methods which were used. This method will prevent over-reinforcement at the portion of slope where reinforcement is not necessary.

• Transactions of the Korean Society of Mechanical Engineers
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• v.1 no.3
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• pp.131-140
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• 1977

전기유압식 액튜에이터의 시간영역내에서의 성능을 향상시키기 위해서 최적제어이론을 적용하였다. 계통의 정량적인 성능을 이차성능지수로 표시햐였다. 유압 액튜에이터와 밸브의 선형적인 전달특성을 이용해서 계통의 상태방정식을 세우고 리카티 방정식의 해를 컴퓨터로 구해서 계통의 최적입력을 결정하였다. 이상과 같이 만들어진 최적제어계통의 변위, 속도, 가속도의 과도응답을 구하기 위해서 아날로그 컴퓨터를 사용하고 그 응답과 P.W.M. 계통의 응답을 비교한 결과, 최적제어계통이 더욱 빠르고 안정된 응답을 나타냄을 알았다. 그 비교를 구체적이고 정량적으로 행하기 위해서 성능지수곡선을 구해서 비교한 결과 그 성능지수의 척도로 볼때 최적제어계통이 P.W.M. 계통보다 약 35% 까지 우수하다는 결론을 얻었다.

• Nuclear Engineering and Technology
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• v.27 no.3
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• pp.317-326
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• 1995

The oater level control system of the steam generator in a pressurized water reactor and its control Problems are analysed. In this work a stable control strategy Particularly during low Power operation based on the fuzzy control method is studied. The control strategy employs substitutional information using the bypass valve opening instead of incorrectly measured signal at the low How rate as the fuzzy variable of the flow rate during low power operation, and includes the flexible scale adjusting method for fast response at a large transient. A self-tuning algorithm based on the control performance and the descent method is also suggested for tuning the membership function scale. It gives a practical way to tune the controller under real operation. Simulation was carried out on the Compact Nuclear Simulator set up at Korea Atomic Energy Research Institute and its result showed the good performance of the controller and effectiveness of its tuning.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.3A
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• pp.193-200
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• 2010

Structural design requires simultaneously to ensure safety by considering quantitatively uncertainties in the applied loadings, material properties and fabrication error and to maximize economical efficiency. As a solution, system reliability-based design optimization (SRBDO), which takes into consideration both uncertainties and economical efficiency, has been extensively researched and numerous attempts have been done to apply it to structural design. Contrary to conventional deterministic optimization, SRBDO involves the evaluation of component and system probabilistic constraints. However, because of the complicated algorithm for calculating component reliability indices and system reliability, excessive computational time is required when the large-scale finite element analysis is involved in evaluating the probabilistic constraints. Accordingly, an algorithm for SRBDO exhibiting improved stability and efficiency needs to be developed for the large-scale problems. In this study, a more stable and efficient SRBDO based on the performance measure approach (PMA) is developed. PMA shows good performance when it is applied to reliability-based design optimization (RBDO) which has only component probabilistic constraints. However, PMA could not be applied to SRBDO because PMA only calculates the probabilistic performance measure for limit state functions and does not evaluate the reliability indices. In order to overcome these difficulties, the decoupled algorithm is proposed where RBDO based on PMA is sequentially performed with updated target component reliability indices until the calculated system reliability index approaches the target system reliability index. Through a mathematical problem and ten-bar truss problem, the proposed method shows better convergence and efficiency than other approaches.

• Journal of Korea Water Resources Association
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• v.38 no.1
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• pp.59-71
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• 2005

Mountain watersheds are a lot of problems about soil erosion because of frequent wildfire occurrence. Runoff and soil erosion caused by the rain on a hillslope after wildfire are dependent on cover factor. And these has been a decrease by the cover factor recovery following time passage. The present paper defines the dynamic sensitivity of runoff and soil erosion that is the rate of runoff volume and soil erosion weight to rainfall energy and analyzes characteristics of the sensitivity for variation of cover factor, In according to the correlation analysis between other parameters and sensitivities, the sensitivity is the most dependent on the cover factor and the relation is exponential. The sensitivities after wildfire have suitable relation with treatment method for the mitigation of burnt forest and wildfire intensity. It was confirmed that the variation of soil erosion sensitivities come upon the range of stability in 5 years after wildfire.