• 대한전기학회논문지
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• 제45권3호
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• pp.352-357
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• 1996

Recently, Permanent Magnet Synchronous Motor(PMSM) drives are widely used for industrial applications due to its high efficiency and high power factor control strategy. PMSM generally have two classifications such as the SPMSM(Surface Permanent Magnet Synchronous Motors) and IPMSM(Inter Permanent Magnet Synchronous Motors). IPMSA has economical merits over SPMSM in higher speed range, mechanical robustness, and higher power rate by the geometric difference. The maximum torque operation in IPMSM is realized by the current angle control which is to utilize additional reluctance torque due to a rotor saliency. In traction, spindle and compressor drives, constant power operation with higher speed range are desirable. This is simply achieved in the DC motor drives by the reduction of the field current as the speed is increased. However, in the PMSM, direct control of the magnet flux is not available. The airgap flux can be weakened by the appropriate current angle control to demagnetize. In this paper, the control method of optimal current vector in IPMSM is described in order to obtain the maximum torque or maximum output with the speed and load variations. The applied algorithm is realized by the proto system with torque and speed control Experimental results show this approach is satisfied for the high performance servo applications. (author). 6 refs., 9 figs., 1 tab.

• Computers and Concrete
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• 제10권4호
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• pp.361-377
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• 2012

Four Reinforced Concrete (RC) single span structural walls having various opening sizes and locations were constructed and tested under lateral reversed cyclic loading at the structural laboratory of Kyoto University. These specimens were scaled to 40% and represented the lower three stories of a six-storied RC building. The main purposes of the experimental tests were to evaluate the shear behavior and to identify the influence of opening ratios on the cracks distribution and shear strength of RC structural walls. The shear strength of the specimens was estimated by combining the shear strength of structural wall without openings and the reduction factor that takes into account the openings. Experimental and analytical results showed that the shear strength was different depending on the loading direction due to opening locations. A two-dimensional finite element analysis was carried out to simulate the performance of the tested specimens. The constructed finite elements model simulated the lateral load-drift angle relations quite well.

• 한국기계가공학회지
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• 제20권4호
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• pp.31-38
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• 2021

In this paper, we proposed an optimal design for determining the shape of a lifting lug freely by applying a multivariate function to the D-type lug, which is commonly used in shipyards. We derived the optimal aspect ratio of the lug through structural analysis and analyzed the safety and behavior of the lug aspect ratio. As a result, two types of final candidates, both lighter than the existing lug weight, were suitable for the ratio. They were found to have the greatest force at an angle of 45 degrees when a load of 100 tons was imposed. When the horizontal and vertical feature ratio of the lug was 1:3, it showed excellent results in terms of safety rates while maintaining weight reduction and functional aspects.

• Steel and Composite Structures
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• 제41권6호
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• pp.805-820
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• 2021

In this research, the buckling and free vibration of three-phase carbon nanotubes/ fiber/ polymer piezoelectric nanocomposite face sheet sandwich microbeam with microsensor and micro-actuator surrounded in elastic foundation based on modified couple stress theory (MCST) is investigated. Three types of porous materials are considered for sandwich core. Higher order (Reddy) and sinusoidal shear deformation beam theories are employed for the displacement fields. Sinusoidal surface stress effects are extracted for sinusoidal shear deformation beam theory. The equations of motion are derived by Hamilton's principle and then the natural frequency and critical buckling load are obtained by Navier's type solution. The determined results are in good agreement with other literatures. The detailed numerical investigation for various parameters is performed for this microsensor-microactuator. The results reveal that the microsensor-microactuator enhanced by increasing of Skempton coefficient, carbon nanotubes diameter length to thickness ratio, small scale factor, elastic foundation, surface stress constants and reduction in porous coefficient, micro-actuator voltage and CNT weight fraction. The valuable results can be expedient for micro-electro-mechanical (MEMS) and nano-electro-mechanical (NEMS) systems.

• 설비공학논문집
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• 제29권11호
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• pp.580-591
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• 2017

In accordance with 2015 Paris agreement, each individual country around the world should voluntarily propose not only its (individual) reduction target, but also actively develop and present expansion targets of its scope and concrete reduction goals exceeding the previous ones. Accordingly, it is necessary to prepare a macroscopic, long-range strategy for reducing energy consumption and greenhouse gas emissions, which can cover a single building, town, city and eventually even a province. The purpose of this research is to gather and compile government-acquired data from various sources and (in accordance with contents and specificity), combine building data by stages by using multi-variable matrix and then analyze the significance of combined data for each stage. The first order data presents the probability and the cost effectiveness of energy saving on the scale of a city or a province, based only upon general information, size and power consumption of buildings. The second order data can identify a pattern of energy consumption for a building of a specific purpose and which tends to consume a larger amount of energy during one particular season (than others). Finally, the third order data can derive influential factors (base load, humidity) from the energy consumption pattern of a building, and thus propose an informed and practical energy-saving method to be applied in real time.

• 한국강구조학회 논문집
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• 제29권4호
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• pp.323-330
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• 2017

공업화박판강구조물은 재료 및 인건비의 절약, 공기 단축 및 대공간 구조의 공간 활용과 시공의 편리성 등의 장점으로 사용이 증가하고 있다. 그러나 최근 갑작스런 과도한 하중으로 인해 붕괴 사고가 일어나고 있다. 구조 설계에 정확하고 전문적인 기술이 필요하지만, 공업화박판강구조의 접합부 볼트 접합부를 완벽하게 고려해주지 않고 단순화하여 해석하는 경우가 많다. 위 논문에서는 선행 실험된 볼트 접합부를 ABAUQS를 이용한 유한요소해석을 실시하고, 실험 결과 비교를 통해 신뢰성을 검증하였다. 그리고 접합부의 변수해석을 통하여 실제 설계에 이용할 수 있는 볼트 접합부의 강성감소계수를 제시하였다.

• 대한전기학회논문지:전기기기및에너지변환시스템부문B
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• 제51권4호
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• pp.210-220
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• 2002

We analysised the effect of harmonics on electric machines of substation power system barred on quantitatively measured harmonics and proposed the methods for prevention of harmonics through checking on transformer, rectifier and cable's capacities against harmonics with reference to KEPCO's electricity service standard. In order to analysis harmoninics of silicon rectifier that is power source in DC substation, computer simulations for a substation with TR of high voltage distribution switchboard are performed. Simulation results show that the total harmonic distortion factor becomes smaller for TR primary and receiving points in order rather than silicon rectifier which is harmonic generation source so that the harmonics generated frets each rectifier are outflowed to power supply and high voltage distribution switchboard The result of higher distortion factors of voltage and current for rectifier with 100% load than those with 50 % and 30% indicates that the waveform of voltage and current for the real substation power system at the office-going and the closing hours with heavy loads might be more distorted. As proposed methods for harmonic reduction, the conventional 6 pulse-type for substation is required to be replaced by 12 pulse-type for reduction of 5th and 7th harmonics. The active filter rather than the passive filter is more effective due to severe variance of rectifier loads, but the high cost is price to be paid. In view of installation area and costs, the use of 12 pulse-type transformer is desirable and then the parallel transformer and the rectifier within the substation must be replaced at the same time. Other substations with parallel feeder can use 6 pulse-type transformer.

• Wind and Structures
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• 제19권4호
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• pp.421-441
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• 2014

With the assistance of typhoon field data at aerial elevation level observed by meteorological satellites and wind velocity and direction records nearby the ground gathered in Guangzhou Weather Station between 1985 and 2001, some key wind field parameters under typhoon climate in Guangzhou region were calibrated based on Monte-Carlo stochastic algorithm and Meng's typhoon numerical model. By using Peak Over Threshold method (POT) and Generalized Pareto Distribution (GPD), Wind field characteristics during typhoons for various return periods in several typical engineering fields were predicted, showing that some distribution rules in relation to gradient height of atmosphere boundary layer, power-law component of wind profile, gust factor and extreme wind velocity at 1-3s time interval are obviously different from corresponding items in Chinese wind load Codes. In order to evaluate the influence of typhoon field parameters on long-span flexible bridges, 1:100 reduced-scale wind field of type B terrain was reillustrated under typhoon and normal conditions utilizing passive turbulence generators in TJ-3 wind tunnel, and wind-induced performance tests of aero-elastic model of long-span Guangzhou Xinguang arch bridge were carried out as well. Furthermore, aerodynamic admittance function about lattice cross section in mid-span arch lib under the condition of higher turbulence intensity of typhoon field was identified via using high-frequency force-measured balance. Based on identified aerodynamic admittance expressions, Wind-induced stochastic vibration of Xinguang arch bridge under typhoon and normal climates was calculated and compared, considering structural geometrical non-linearity, stochastic wind attack angle effects, etc. Thus, the aerodynamic response characteristics under typhoon and normal conditions can be illustrated and checked, which are of satisfactory response results for different oncoming wind velocities with resemblance to those wind tunnel testing data under the two types of climate modes.

• 한국인터넷방송통신학회논문지
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• 제22권4호
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• pp.127-132
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• 2022

철도차량에 탑재된 전장품 중 가장 큰 하중을 차지하는 것은 주변압기로 낮은 운전 주파수(60Hz)로 인해 전력밀도가 0.2~0.4 MVA/ton 정도로 낮아 경량화에 중요한 요소로 작용하고 있다. 따라서 철도차량용 주변압기를 개선하기 위해 몰드 변압기, 반도체 변압기 등에 관한 연구가 국내외적으로 활발히 진행 중이다. 한편 국내외 철도차량에 대부분 적용되는 견인전동기로 최근에는 유도전동기를 대체하여 영구자석 동기전동기(PMSM)를 적용하려는 시도가 이루어지고 있다. 영구자석 동기전동기(PMSM)는 유도전동기에 비해 높은 출력밀도와 효율 확보가 가능하지만 제작에 필요한 재료의 가격이 비싸고 설계가 유도전동기 대비 다소 어렵다는 단점이 있다. 이러한 문제점을 고려하여 본 논문에서는 소형 경량화가 가능한 반도체 변압기를 적용하고, 철도차량의 경량화, 고효율화 등의 요구사항에 맞춰 구조가 간단하면서 회전수가 높고 고토크, 저비용인 SRM을 적용할 수 있는 연구내용을 제안하고자 한다.

• 한국지반환경공학회 논문집
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• 제25권4호
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• pp.29-35
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• 2024

본 연구는 강봉앵커의 프리스트레스 도입 전 수동저항 효과를 확인하기 위한 해석적 연구이다. 영구앵커로 강봉을 사용하는 경우 두부 하중 재하 전에도 비탈면 내 변위 발생 시 강봉, 그라우트, 주변 지반사이 상호작용에 따른 수동저항효과로 변위가 억제된다. 이에 실제 강봉앵커가 적용된 현장을 대상으로 한계평형해석 및 유한요소해석을 이용하여 파괴면의 형상 및 안전율 변화를 검토하였다. 검토결과, 강봉앵커가 보강된 비탈면의 안전율은 유한요소해석결과 2.02이며, 한계평형해석결과 2.14에 비해 약 5.9% 작게 발생하였고 활동면의 위치도 더 깊게 발생하였다. 이는 보강 전 비탈면에 비해 안전율이 한계평형해석은 163%, 유한요소법은 153% 증가된 것이다. 또한, 최대발생 변위는 비탈면 내 하부 무보강구간에서 발생하였으며, 강봉앵커가 설치된 위치에서는 변위가 42~83% 감소되는 것으로 나타났다.