• Journal of Electrical Engineering and Technology
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• 제2권4호
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• pp.468-477
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• 2007

The DTC of voltage source inverter-fed PMSMs is based on hysteresis controllers of torque and flux. It has several advantages, namely, elimination of the mandatory rotor position sensor, less computation time, and rapid torque response. In addition, the stator resistance is the only parameter, which should be known, and no reference frame transformation is required. The DTC theory has achieved great success in the control of induction motors. However, for the control of PMSM drives proposed a few years ago, there are many basic theoretical problems that must be clarified. This paper describes an investigation into the effect of the zero voltage space vectors in the DTC system and points out that if using it rationally, not only can the DTC of the PMSM drive be driven successfully, but torque and flux ripples are reduced and overall performance of the system is improved. The implementation of DTC in PMSM drives is described and the switching tables specific for an interior PMSM are derived. The conventional eight voltage-vector switching table, which is namely used in the DTC of induction motors does not seem to regulate the torque and stator flux in a PMSM well when the motor operates at low speed. Modelling and simulation studies have both revealed that a six voltage-vector switching table is more appropriate for PMSM drives at low speed. In addition, the sources of difficulties, namely, the error in the detection of the initial rotor position, the variation of stator resistance, and the offsets in measurements are analysed and discussed.

• 한국강구조학회 논문집
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• 제29권6호
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• pp.423-434
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• 2017

본 논문에서는 반복하중을 받는 부분강접 접합부인 상 하부 ㄱ형강 접합부의 이력거동을 구하기 위하여 체계적인 수치해석이 수행되었다. 이러한 상 하부 ㄱ형강 접합부는 CFT 합성골조의 원상복원 및 충분한 에너지 소산 능력을 확보하기 위하여 초탄성 성질을 갖는 형상기억합금(SMA)으로 제작된 봉과 ㄱ형강이 적용된다. 접합부의 회전강성, 휨모멘트 내력 및 파괴모드를 연구하기 위하여 3차원 비선형 유한요소 해석이 수행되었다. 부가적인 다양한 구조적 거동은 ㄱ형강의 두께 및 강봉 게이지 거리로 상 하부 ㄱ형강 접합의 파라미터에 대한 영향을 설명하고 있다.

• Steel and Composite Structures
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• 제36권2호
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• pp.163-177
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• 2020

Concentrically Braced Frames (CBFs) are commonly used in the construction of steel structures because of their ease of implementation, rigidity, low lateral displacement, and cost-effectiveness. However, the principal disadvantage of this kind of braced frame is the inability to provide deformation capacity (ductility) and buckling of bracing elements before yielding. This paper aims to present a novel Composite Buckling Restrained Fuse (CBRF) to be utilized as a bracing segment in concentrically braced frames that allows higher ductility and removes premature buckling. The proposed CBRF with relatively small dimensions is an enhancement on the Reduced Length Buckling Restrained Braces (RL-BRBs), consists of steel core and additional tensile elements embedded in a concrete encasement. Employing tensile elements in this composite fuse with a new configuration enhances the energy dissipation efficiency and removes the tensile strength limitations that exist in bracing elements that contain RL-BRBs. Here, the optimal length of the CBRF is computed by considering the anticipated strain demand and the low-cyclic fatigue life of the core under standard loading protocol. An experimental program is conducted to explore the seismic behavior of the suggested CBRF compare with an RL-BRB specimen under gradually increased cyclic loading. Moreover, Hysteretic responses of the specimens are evaluated to calculate the design parameters such as energy dissipation potential, strength adjustment factors, and equivalent viscous damping. The findings show that the suggested fuse possess a ductile behavior with high energy absorption and sufficient resistance and a reasonably stable hysteresis response under compression and tension.

• Architectural research
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• 제19권3호
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• pp.79-87
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• 2017

In earthquake engineering, dynamic analyses are usually conducted by using a nonlinear analytical model of the entire building in order to identify the performance against earthquakes. At the same time, a large number of dynamic analyses are required to consider uncertainties on analytical models and ground motions. Therefore, it is necessary for the analytical model to be adequate, that is to say, the runtime should not be too long as the entire building is modeled to be in much detail, or the nonlinear model should not yield outputs very far from the actual ones by excluding important behaviors too much. The analytical model is usually developed based on experimental results, which have been already conducted for reinforced concrete columns with relaxed details. Therefore, this study aimed at making analytical models to be able to simulate the hysteretic behavior of the columns simply and easily. The analytical model utilizes a lumped hinge model to represent nonlinear moment-rotation hysteretic behavior of RC columns, which is feasible for nonlinear dynamic analyses usually conducted in earthquake engineering and for matching the analytical model to test results. For the analytical model, elements and material models provided by OpenSees are utilized. The analytical model can define the envelope curve, pinching, and unloading stiffness deterioration, but shortcoming of this model is not to be able to consider axial force-moment interaction directly and to simulate strength deterioration after post-capping completely. However, the analytical model can still represent test results well by considering that the goal of this study is to propose a general way to represent the hysteretic behavior of RC columns with relaxed details, not to provide parameters for a refined hysteretic model that can be just applied case by case.

• 한국강구조학회 논문집
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• 제27권1호
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• pp.99-108
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• 2015

상하부 스플릿 T 접합부를 이용한 스마트 CFT 기둥-보 접합부는 긴결재의 직경과 체결력, 스플릿 T 형강의 기하학적 형상, 재료적 물성 특성 등의 변화에 의하여 상이한 거동특성을 나타낸다. 본 논문은 반복하중을 받는 상 하부 스플릿 T 접합부의 구조적 거동에 대해 체계적으로 수행된 3차원 비선형 유한요소 해석으로부터 얻은 결과를 제시하고 있다. 이러한 상 하부 스플릿 T 접합부는 CFT 합성골조의 변위복원 및 충분한 에너지 소산 능력을 확보하기 위하여 초탄성 성질을 갖는 형상기억합금(SMA)과 강으로 제작된 봉과 T-stub가 적용된다. 부가적인 다양한 구조적 거동은 T-stub의 두께 및 게이지 거리로 상 하부 스플릿 T 접합부의 파라미터에 대한 영향을 설명하고 있다.

• 제어로봇시스템학회논문지
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• 제20권9호
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• pp.900-907
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• 2014

This paper proposes a MPC (Model Predictive Control) method for the torque and flux controls of induction motor. The proposed MPC method selects the optimized voltage vector for the matrix converter control using the predictive modeling equation of the induction motor and cost function. Hence, the reference voltage vector that minimizes the cost function of the torque and flux error within the control period is selected and applied to the actual system. As a result, it is possible to perform the torque and flux control of induction motor using only the MPC controller without a PI (Proportional-Integral) or hysteresis controller. Even though the proposed control algorithm is more complicated and has lots of computations compared with the conventional MPC, it can perform torque ripple reduction by synthesizing voltage vectors of various magnitude. This feature provides the reduction of amount of calculations and the improvement of the control performance through the adjustment of the number of the unit vectors n. The proposed control method is validated through the PSIM simulation.

• 전자공학회논문지T
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• 제36T권4호
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• pp.38-46
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• 1999

본 논문에서는 조미동 구동기의 반복추종제어에 관하여 논의한다. 제안되는 시스템은 조동구동기로 선형 자기드라이브를, 미동구동기로 선형 압전구동기를 사용하여 구성된다. 특히, 선형 자기드라이브에 내재된 비선형 마찰과 선형 압전구동기의 이력현상이 먼저 모델링되고 되먹임선형화 루프가 이들을 추종제어에 사용한다. 주기적인 입력신호를 추종하는 경우 이를 더욱 확장하려 반복제어 알고리즘을 포함하도록 제어기를 설계한다. 즉, 반복제어기는 되먹임선형화가 적용된 PID 제어기에 설치된다. 실험결과에 의하면 정현파 입력을 추종하는 경우 PID 제어기에 되먹임선형화와 반복제어기를 함께 적용함으로써 추종성능을 크게 향상시킬 수 있는 것으로 나타났다.

• 센서학회지
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• 제13권2호
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• pp.128-132
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• 2004

Short wave infrared (SWIR) photovoltaic devices have been fabricated from metal organic vapour phase epitaxy (MOVPE) grown n- on p- HgCdTe films on GaAs substrates. The MOVPE grown films were processed into mesa type discrete devices with wet chemical etching employed for meas delineation and ZnS surface passivatlon. ZnS was thermally evaporated from effusion cell in an ultra high vacuum (UHV) chamber. The main features of the ZnS deposited from effusion cell in UHV chamber are low fixed surface charge density, and small hysteresis. It was found that a negative flat band voltage with -0.6 V has been obtained for Metal Insulator Semiconductor (MIS) capacitor which was evaporated at $910^{\circ}C$ for 90 min. Current-Voltage (I-V) and temperature dependence of the I-V characteristics were measured in the temperature range 80 - 300 K. The Zero bias dynamic resistance-area product ($R_{0}A$) was about $7500{\Omega}-cm^{2}$ at room temperature. The physical mechanisms that dominate dark current properties in the HgCdTe photodiodes are examined by the dependence of the $R_{0}A$ product upon reciprocal temperature. From theoretical considerations and known current expressions for thermal and tunnelling process, the device is shown to be diffusion limited up to 180 K and g-r limited at temperature below this.

• 한국융합학회논문지
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• 제9권9호
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• pp.41-46
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• 2018

식스 시그마 기법은 제품과 서비스의 품질관리와 원가 절감을 통한 생산성 향상 뿐만 아니라, 연구개발을 비롯한 기업 경영의 다양한 영역에 적용할 수 있는 관리 기법이다. 또한 정보 융합 시대의 실현을 위하여 고밀도 정보저장 매체 및 장치의 개발은 필수적 요건이다. 본 논문에서는 고밀도 정보저장 매체 개발 과제에 식스 시그마 방법론과 기법을 적용한 사례에 대하여 보고하고자 한다. 식스 시그마 프로세스는 표준적으로 사용되는 DMAIC 프로세스를 적용하였으며 각 단계별로 달성하고자 하는 목표와 적용한 도구 및 결과에 대하여 상세히 설명하였다. 본 기법을 활용함으로써 $250Gb/in^2$ 이상의 높은 기록밀도를 갖는 정보저장 매체를 균일하고 재현성 있게 형성할 수 있는 제조 방법을 확립하였으며, 제조된 매체의 자기적 특성과 성능을 자기이력곡선을 통하여 확인하였다.

• 콘크리트학회논문집
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• 제25권6호
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• pp.667-674
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• 2013

기존 강재 브레이싱 내진보강법은 정착부의 안정성 문제와 브레이싱의 국부좌굴이 발생할 문제가 있으며, 이를 방지하기 위한 추가보강으로 인해 불필요한 자중증가 등으로 경제적인 내진보강성능 확보에 어려움이 있다. 이 연구에서는 지진피해를 받은 건물에 지진피해로 인한 기존 기둥의 연성확보를 위해서 유리섬유시트(glass fiber sheet)로 래핑을 함과 동시에 기존 철골 X-브레이싱 내진보강법에 비교해서 경량의 고강도 재료로 보강 후 추가적인 중량증가가 거의 없으며, 브레이싱 압축 좌굴거동에 자유로운 탄소섬유 앵커 X-브레이싱공법(carbon fiber X-brace)을 조합한 경제적이며 효과적인 새로운 내진보강법(GFS-CFXB)을 제안하였다. 이 연구에서 제안한 GFS-CFXB공법의 유용성을 검증할 목적으로 지진피해를 받은 골조를 대상으로 반복가력에 의한 구조실험을 실시하여 내진성능 및 내진보강 효과를 검증하였다.