• Journal of the Korean GEO-environmental Society
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• v.19 no.9
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• pp.5-12
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• 2018

The foundation of the multi-span greenhouse structures is designed with small shallow concrete foundation considering mainly the vertical load. However, recently, due to an abnormal climate such as strong wind, horizontal load and up-lift load over design strength are applied to the foundation, causing safety problems of the greenhouse foundation. In order to reasonably evaluate the safety of greenhouse foundations, rotational and pullout stiffness expressed by the ground-foundation interaction should be evaluated, which also affects the safety of the upper structural members. In this study, three representative basic foundation types were selected by classifying greenhouse standards in Korea according to the shape, and the horizontal loading tests and theoretical calculation were performed for each foundation type. As a result of the comparison and analysis of the test and calculation, it was found that rotational resistance of the foundation is different according to the ratio of the contact area between the foundation and ground when the conditions of the foundation - ground contact surface and the mechanical properties of the ground are the same.

• The Transactions of the Korean Institute of Power Electronics
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• v.6 no.3
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• pp.223-230
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• 2001

This power proposes a new sensorless drive system for the trapezoidal brushless DC motor generally requiring mechanical position or speed sensor. For this an indirect rotor position sensing method from the back emf waveform of non-conducting phase is explained. Back emf waveform of non-conducting is obtained from analysing terminal voltage created by making Y-connection. And an experiment is implemented with a driving system which use 87c196mc microcontroller having a peripheral associated with 3-phase signals and inverter composed of Power MOSFET. The experimental results show the validity and practicality of the proposed sensorless drive.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.4 no.2
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• pp.487-492
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• 2000

This paper presents a novel method of slip-compensation for rotor time constant variation in indirect field orientation control of induction motor drives. In field oriented control due to variation of rotor time constant, decoupling between the flux and torque components of stator current is lost and hence, the performance of operation of the machine deteriorates. To solve the problem, the q-axis is aligned to reference frame without phase difference by comparing the real flux component with the reference flux component. Then to compensate the slip, PI controller is used. The proposed method keeps a constant slip by compensating the gain of direct slip frequency when the rotor resistance of induction motor varies. To prove the validations of the proposed algorithm in the paper, computer simulations and experiments are executed.

• Proceedings of the KIEE Conference
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• 2004.04a
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• pp.49-51
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• 2004

고전압 기기의 절연물 내부에서 부분방전 현상이 발생되면 절연파괴로 진전된다. 회전기기가 운전중인 상태에서 on-line 부분방전시험은 고정자 권선의 절연상태를 검사, 평가 할 수 있는 중요한 수단으로서 이러한 부분방전시험을 통하여 회전기기 시스템의 사고예방을 위한 진단을 할 수 있다. 부분방전 펄스는 10MHz $\sim$ 1GHz의 대역폭을 갖는 것으로 알려져 있으며, 이러한 고주파 대역의 전자파 에너지의 효과적인 검출을 위한 센서 중 하나로 웨이브가이드 구조의 고주파 검출센서가 존재한다. 기존의 전자기적 에너지를 검출하는 SSC (Stator Slot Coupler)센서를 한쪽 포트를 가지는 마이크로스트립센서 형태로 사용할 경우 접지면이 도체전체로 씌워져 있고 임피던스 정합을 위한 50옴의 칩저항이 신호라인과 접지사이 루프를 형성하여 기기 운전시 기기의 성능에 영향을 미칠 수 있는 단점을 가지고 있다. 이 단점을 보완하기 위해서 본 논문에서는 회전기내 부분방전 펄스의 전자기적 에너지를 검출할 수 있는 2선 평행 전송선로 라인을 응용한 부분방전 검출 센서를 제안하였고 시뮬레이션을 통해 성능을 입증하였다. 제안된 센서의 성능을 입증하기 위하여 2선 평행 전송선로 타입의 센서와 기존의 SSC (Stator Slot Coupler) 센서를 약간 변형시킨 마이크로 스트립 센서를 고정자 슬롯의 Wedge 부착한 후 두 센서 비교 분석하였다. 결과적으로 제안된 센서는 기존 SSC 타입의 마이크로스트립 센서에 비하여 더 간단한 형상을 가지며 운전 중 기기의 성능에 영향을 덜 미치는 효과를 얻을 수 있었다.

• Proceedings of the KIEE Conference
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• 2015.07a
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• pp.1122-1123
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• 2015

본 논문에서는 회전전기자형 고온초전도 발전기의 이중 계자를 제안하고 설계를 하였다. 기존의 동기발전기는 회전자가 계자이지만, 본 논문에서는 전기자를 회전자로 설계하였다. 고정자인 계자는 전기자의 내측과 외측에 위치하게 설계하여 이중계자라고 하였다. 초전도 선재는 제조사에 의해 규격이 정해져있다. 계자에 대전류를 사용하기 위해서는 적층등의 방법들이 있다. 적층하여 구리 권선으로 계자를 권선시 저항과 인덕턴스의 불균등을 제거하기 위하여 구리 권선을 일정한 간격으로 위치를 변환시키는 전위의 방법이 사용된다. 하지만 초전도 선재의 경우는 꺽기, 비틀기등의 방법이 불가능하므로 이 방법을 사용할 수 없다. 그래서 선재를 펀칭하여 선재를 전위시키는 CTCC(Continuously Transposed Coated Conductors) 등의 방법을 사용한다. 본 연구에서는 CTCC 형태의 초전도 권선을 사용하여 기본 모델과 이중계자 권선을 설계하고 특성을 비교하였다. 초전도 선재를 적층하여 사용함으로 계자부의 면적은 증가하지만 인덕턴스, 길이등의 불균등을 제거할 수 있으며 적층 선재수가 증가할수록 계자부 면적은 감소하는 장점이 발생한다.

• Solar Energy
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• v.13 no.2_3
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• pp.120-132
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• 1993

The purpose of this research is to study the characteristics of heat transfer in composite rotary heat pipe as modeled turbine rotating by a finite element analysis and experiment. Nu number, Re number, Pr number and dimensionless condensate layer thickness by thermal input and revolutions per minute were given as analysis factors. The comparison between calculated and experimental data showed similar tendency. Therefore the analysis method may be useful to predict the performance of composite heat pipe. The resistance on heat pipe showed the best effect of heat transfer by film condensation, by decreasing film condensation, the heat transfer rate from condenser was increased rapidly. The dimensionless condensate layer thickness according to Re number at given Pr number showed constant values, the dimensionless condensate layer thickness is proportionate to the square root of inverse of revolution number per minute. In this study Nu=A$({\delta}({\omega}/v)^{-1/2}Re^B)$ is used to the convection heat transfer coefficient and A=0.963, B=0.5025 were obtained as analysis predicts.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.32 no.1
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• pp.11-16
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• 2020

The rotational stability of an interlocking caisson breakwater was studied. Using the analytical solution for the linear wave incident to the infinite breakwater, the phase difference effect of wave pressures in the direction of the breakwater baseline is considered, and Goda's wave pressure formula in the design code is adopted to consider the nonlinearity of the design wave. The rotational safety factor of the breakwater was defined as the ratio of the rotational frictional resistance moment due to caisson's own weight and the acting rotational moment due to the horizontal and vertical wave forces. An analytical solution for the rotational center point location and the minimum safety factor is presented. Stability assessment formula were proposed to be applicable to all design wave conditions used in current port and harbor structure design such as regular waves, irregular waves and multi-directional irregular waves.

• Journal of the Korean Crystal Growth and Crystal Technology
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• v.9 no.6
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• pp.585-589
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• 1999

In order to grow $Bi_4Ge_3O_{12}$ crystals by the Czochralski method equipped with the auto-diameter control system, we used the resistance heater of our own design. We measure the temperature gradients under-arious thermal configurations. The relation between the critical rotation rate corresponding to the flat interface and the temperature gadient was investigated, and the importance of the axial temperature gradient was pointed out. The results from this work were compared with those obtained by other authors when RF heating was used. The optimal conditions for the crystal growth were determined as follows; under $O_2$ atmosphere with the pulling rate fixed at 2 mm/hr, rotation rate changed from 30 to 23 rpm as the crystal growth proceeded, radial and axial temperature gradients were 50 and $40^{\circ}C$/cm near melts respectively, and the composition was chemically stoichiometric.

• Journal of the Korean Geotechnical Society
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• v.32 no.1
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• pp.5-18
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• 2016

In this study, we grasped the resistance state of the back ground which had a notable influence on computing the lateral resistance of the laterally loaded pile group in the homogeneous ground by the model test. Resistance state was grasped as the depth of rotation-point, wedge failure angle, and wedge wing angle. The model experiment is performed by varying the width, spacing and number of piles and the relative density of sand in this study. According to the observation of the rear ground surface deformation of the piles in lateral load, rotation point ratio, wedge failure angle, and wedge wing angle of the front row were similar to those of the middle row; however, those of the back row were relatively smaller. The rotation point ratio, wedge failure angle and wedge wing angle of the piles in parallel were the same as those of a single pile. Based on the model test results, equations for estimation of the rotation-point, wedge failure angle, and wedge wing angle are proposed.

• Journal of the Earthquake Engineering Society of Korea
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• v.3 no.4
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• pp.61-70
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• 1999

Cracking was observed in beam-to-column connections of many steel building frames during the 1994 Northridge and 1995 Kobe earthquakes. Thus extensive experimental researches are currently being conducted to improve the seismic performance of steel frames. A value of 0.015 radian was considered as a reasonable estimate of beam plastic rotation demand in steel moment-resisting frames subjected to severe earthquakes. The objective of this research is to develop a type of connection detail which moves the plastic hinge region in the beam away from the face of the column and can prevent cracking at the welded flange of the beam-to-column connection under seismic loading. An experimental investigation was undertaken on five beam-to-column connection specimens to study the performance of the connections with proposed details. The experiemental results showed that the flexural strength and rotational ductility of the beam connections were adequate for the seismic resistance steel frames to prevent possible cracks at the connections.