• 전력전자학회:학술대회논문집
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• 전력전자학회 2002년도 추계학술대회 논문집
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• pp.17-20
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• 2002

In this paper voltage distribution in stator windings of induction motor driven by IGBT PWM inverter is studied. To analyze the irregular voltage of stator winding, equivalent circuit model of inverter-cable-motor was proposed and high frequency parameter is computed by using finite element method (FEM). Electro-magnetic transient program (EMTP) analysis of the whole system for induction motor and PWM inverter is proposed. Induction motor, 50[HP], and a switching surge generator was built to consider the voltage distribution. The results of EMTP analysis compared with experimental results.

• KEPCO Journal on Electric Power and Energy
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• 제7권1호
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• pp.79-84
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• 2021

The fundamental element to be kept for big data analysis, artificial intelligence technologies and asset management system is a data quality, which could directly affect the entire system reliability. For this reason, the momentum of data cleaning works is recently increased and data cleaning methods have been investigating around the world. In the field of electric power, however, asset data cleaning methods have not been fully determined therefore, automatic cleaning algorithm of asset data for transmission cables has been studied in this paper. Cleaning algorithm is composed of missing data treatment and outlier data one. Rule-based and expert opinion based cleaning methods are converged and utilized for these dirty data.

• 한국지진공학회논문집
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• 제2권4호
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• pp.11-22
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• 1998

본 논문에서는 축대칭 쉘 구조물에서 자오방향과 주변방향의 프리스트레스하중이 작용될 경우에 대한 수학적 모델링을 구하였고 이에 대한 프로그램화를 통하여 지진하중을 주하중으로 한 동적해석을 실시하였다 이때 기하학적으로 축대칭인 구조믈의 특성을 최대한으로 이용할 수 있도록 쉘을 링요소로 모델링하였으며 기하학적 비선형관계식에 의하여 동적 모형식을 유도하였다 프로그램을 통하여 해석한 결과를 프리스트레스하중 하에서 고유진동수에 대한 정해와 비교한 결과 20개정도의 링요소로 모델링하였으며 기하학적 비선형관계식에 의하여 동적 모혀식을 유도하였다 프로그램을 통하여 해석한 결과를 프리스트레스하중 하에서 고유진동수에 대한 정해와 비교한 결과 20개정도의 링요소로 모델링한 경우 에서도 정해와 근접한 해를 얻을 수 있어더 또한 지진하중에 대한 반경방향의 처짐을 해석한 결과 동일 한 크기의 프리스트레스하중이 작용될 때 자오방향의 프리스트레스하중이 작용될경우가 다소 큰 처짐값을 나타내었다 본 연구를 통하여 개발된 모델은 지진하중 하에서의 축대칭 구조물에 대하여 3차원 구조해석을 실시하지 않아도 정해에 근접한 해석결과를 얻을 수있어 설계실무에 크게 활용될수 있을 것이다.

• Wind and Structures
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• 제12권6호
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• pp.479-504
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• 2009

Structural health monitoring (SHM) systems have been recently embraced in long span cable-supported bridges, in which buffeting-induced stress monitoring is one of the tasks to ensure the safety of the bridge under strong winds. In line with this task, this paper presents a SHM-oriented finite element model (FEM) for the Tsing Ma suspension bridge in Hong Kong so that stresses/strains in important bridge components can be directly computed and compared with measured ones. A numerical procedure for buffeting induced stress analysis of the bridge based on the established FEM is then presented. Significant improvements of the present procedure are that the effects of the spatial distribution of both buffeting forces and self-excited forces on the bridge deck structure are taken into account and the local structural behaviour linked to strain/stress, which is prone to cause local damage, are estimated directly. The field measurement data including wind, acceleration and stress recorded by the wind and structural health monitoring system (WASHMS) installed on the bridge during Typhoon York are analyzed and compared with the numerical results. The results show that the proposed procedure has advantages over the typical equivalent beam finite element models.

• 한국전산구조공학회논문집
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• 제24권6호
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• pp.655-662
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• 2011

본 논문에서는 다지점 가진 시 장대교량에 대한 지진응답해석을 수행하고 설계상의 다양한 요구에 유연하게 대처하기 위해서 다지점 가진 해석에 필요한 비선형시간이력해석 알고리즘(영향계수법)을 제안하고, 이를 신뢰성있는 비선형 유한요소해석 프로그램(RCAHEST)에 추가하였다. 동일한 유한요소모델에 대해 범용 유한요소해석 프로그램 SAP2000의 Multi-support Excitation 기능을 이용하여 연구에서의 결과에 대한 비교 검증을 수행하였다. 이 연구결과를 바탕으로 인천대교에 대해서 유한요소모델링을 실시하고 다지점 가진을 고려한 비선형시간이력해석을 수행하였다. 수평변위응답의 분석 결과 시간지연이 늘어날수록 최대 수평변위가 줄어드는 것을 확인할 수 있었다. 또한 입력지진파의 최대가속도를 단계적으로 증가시키며 극한해석을 수행하여 대상 교량의 사용성을 평가하였다.

• 조명전기설비학회논문지
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• 제21권5호
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• pp.60-67
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• 2007

본 논문에서는 전력계통에서 발생되는 surge나 고장전류에 의해서 변압기의 고압측 권선에 선간단락이 발생할 경우 유도되는 전자력의 크기를 유한요소 전자계해석 프로그램을 이용하여 해석하는 방법을 제안하였다. 연구에서 사용된 배전용 변압기 model은 1[MVA], 22,900/220[V] 단상 외철형 Cable 권선형 변압기로서 권선간 단락을 모의하는 방법을 제안하고, FEM 프로그램(FLUX2D)을 이용하여 단락전류와 각방향의 전자력을 계산하고 분석하였다. 누설자속분포, 권선단락 시 전압 및 전류파형, 권선간에 작용하는 힘의 변화와 분포를 계산하였다. Simulation 방법의 타당성을 검증하기 위하여 이론치와 Pspice 프로그램을 이용하여 계산한 결과와 5[%] 이내의 오차율로 아주 잘 일치함을 확인하였다. 선간단락전류는 정격전류의 약 400배이며, 전자력도 $20{\sim}200$배 정도로 급증하였다. 본 연구의 결과는 배전용 변압기의 신뢰도 향상을 위하여 변압기 코일과 절연구조 설계에 유용한 정보를 제공하게 될 것이다.

• 전기학회논문지
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• 제65권11호
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• pp.1848-1853
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• 2016

Control Rod Position Indicator in nuclear reactor vessel has developed for small reactor in Korea. Because of severe environment in reactor vessel, target of this study is to develop the suitable position indicator. In this study, solenoid type position indicator made of Mineral Insulated Cable(MI Cable) was introduced to adapt in severe environment. And inductance of the solenoid was used to indicate the rod position for high precision. But problem of this concept is that a linear slope of inductance is changed by temperature effect. To resolve this problem, two sensing coils were introduced for temperature compensation. A role of the sensing coil is to make reference linear equation about certain temperature. To confirm this concept, also, inductance of solenoid and sensing coils were measured at room and high temperature (${\sim}300^{\circ}C$). The results of measurement show that the position error of sensing coil between room and high temperature was about 2%. But it was identified that this error was resulted from insufficient test environment (temperature error between solenoid and sensing coils was about 2% at high temperature condition). Therefore, solenoid type position indicator shows that it is very suitable in reactor vessel as a high precision rod position indicator.

• Structural Engineering and Mechanics
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• 제59권3호
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• pp.387-401
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• 2016

This paper takes a half-through steel truss arch bridge as an example. A seismic analysis is conducted with nonlinear finite element method. Contrast models are established to discuss the effect of simplified method for main girder on the accuracy of the result. The influence of seismic wave direction and wave-passage on seismic behaviors are analysed as well as the superstructure and arch ring interaction which is mostly related with the supported bearings and wind resistant springs. In the end, the application of cable-sliding aseismic devices is discussed to put forward a layout principle. The main conclusions include: (1) The seismic response isn't too distinctive with the simplified method of main girder. Generally speaking, the grillage method is recommended. (2) Under seismic input from different directions, arch foot is usually the mostly dangerous section. (3) Vertical wave input and horizontal wave-passage greatly influence the seismic responses of arch ring, significantly increasing that of midspan. (4) The superstructure interaction has an obvious impact on the seismic performance. Half-through arch bridges with long spandrel columns fixed has a less response than those with short ones fixed. And a large stiffness of wind resistant spring makes the the seismic responses of arch ring larger. (5) A good isolation effectiveness for half-through arch bridge can be achieved by a reasonable arrangement of CSFABs.

• 전기학회논문지P
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• 제63권4호
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• pp.373-377
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• 2014

A cross linked polyethylene (XLPE) material has been widely used to develop a distribution power cable due to its excellent electrical characteristics and mechanical strength. However, several problems such as environmental disruption, electrical aging, thermosetting property, and impurities which cause degradation also arise. Therefore, a novel dielectric material should be developed to substitute for the XLPE. Several kinds of polyolefin materials to substitute for the conventional dielectric material, XLPE are developed and A cylindrical rod to cylindrical rod electrode system made with stainless steel is used to perform the experiments according to the ASTM D-149 protocol under an AC and Impulse input voltage condition. The experimental results are calculated by the Weibull distribution method and analyzed by an Finite Element Method(FEM). Finally, the dielectric characteristics of the conventional XLPE and novel polyolefin are experimented compared with each other in this study.

• Structural Engineering and Mechanics
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• 제88권1호
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• pp.53-65
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• 2023

With the gradual implementation of long-span suspension bridges into high-speed railway operations, the main beam's bending stiffness contribution to the live load response permanently grows. Since another critical control parameter of railway suspension bridges is the beam-end rotation angle, it should not be ignored by treating the main beam deflection as the only deformation response. To this end, the current study refines the existing method of the main cable shape and simply supported beam bending moment analogy. The bending stiffness of the main beam is considered, and the main beam's analytical expressions of deflection and rotation angle in the whole span are obtained using the cable-beam deformation coordination relationship. Taking a railway suspension bridge as an example, the effectiveness and accuracy of the proposed analytical method are verified by the finite element method (FEM). Comparison of the results by FEM and the analytical method ignoring the main beam stiffness revealed that the bending stiffness of the main beam strongly contributed to the live load response. Under the same live load, as the main beam stiffness increases, the overall deformation of the structure decreases, and the reduction is particularly noticeable at locations with original larger deformations. When the main beam stiffness is increased to a certain extent, the stiffening effect is no longer pronounced.