• 한국산학기술학회논문지
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• 제11권2호
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• pp.485-490
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• 2010

본 논문에서는 버팅 콘택(butting contact) 구조를 갖는 DDI DRAM소자의 감지 증폭기의 입력 게이트 단의 모든 기생 성분을 포함한 등가 회로를 제안 하였다. 제안한 모델을 이용하여 기생 쇼트키 다이오드가 감지 증폭기 동작에 어떤 영향을 미치는지 분석하였다. 각각의 불량 가능성에 대해 감지 증폭기가 어떻게 동작하는지 분석하여 단측 불량 특성의 원인을 규명하였다. DDI DRAM에서 단측 불량 원인과 불량률의 온도 의존성은 감지 증폭기의 입력 게이트 단에 형성된 기생 쇼트키 다이오드 형성에 기인한 것으로 판단된다. 이러한 기생 쇼트키 다이오드는 게이트 입력에 기생 전압 강하를 야기하게 되고 결국 감지 증폭기의 노이즈 마진을 감소시켜 단측 불량률을 증가시킨다.

• 전기학회논문지
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• 제56권6호
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• pp.1064-1070
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• 2007

This paper presents a grid-interactive current controlled voltage source inverter (CCVSI) with uniterruptible power supply (UPS), which uses an inner current control loop (polarized ramp time (PRT)) and outer feedback control loops to improve grid power quality and UPS. To reduce the complexity, cost and number of power conversions, which results in higher efficiency, a single stage CCVSI is used. The operation of this system could be divided into the power quality control (PQC) state mode and the UPS state mode. In PQC mode, the system operated to compensate the reactive power demand by nonlinear load or variation in load. In UPS mode. the system is controlled to provide a sinusoidal voltage at the rated value for the load when the gird fail. To verify the proposed system, a comprehensive evaluation with theoretical analysis, simulation and experimental results for 1KVA load capacity is presented.

• Journal of Power Electronics
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• 제16권4호
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• pp.1245-1255
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• 2016

The single resonant inverter is widely employed in typical inductive power transfer (IPT) systems to generate a high-frequency current in the primary side. However, the power capacity of a single resonant inverter is limited by the constraints of power electronic devices and the relevant cost. Consequently, IPT systems fail to meet high-power application requirements, such as those in rail applications. Total harmonic distortion (THD) may also violate the standard electromagnetic interference requirements with phase shift control under light load conditions. A power regulation approach with selective harmonic elimination is proposed on the basis of a parallel multi-inverter to upgrade the power levels of IPT systems and suppress THD under light load conditions by changing the output voltage pulse width and phase shift angle among parallel multi-inverters. The validity of the proposed control approach is verified by using a 1,412.3 W prototype system, which achieves a maximum transfer efficiency of 90.602%. Output power levels can be dramatically improved with the same semiconductor capacity, and distortion can be effectively suppressed under various load conditions.

• Steel and Composite Structures
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• 제44권3호
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• pp.437-450
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• 2022

When the vertical load-bearing members in high-rise structures fail locally, the beam-column joints play an important role in the redistribution of the internal forces. In this paper, a static laboratory test of three full-scale flush flange beam-reinforced connections with side and cover plates (CP-FBSP connection) with double half-span steel beams and single L-shaped columns composed of concrete-filled steel tubes (L-CFST columns) was conducted. The influence of the side plate width and cover plate thickness on the progressive collapse resistance of the substructure was thoroughly analyzed. The failure mode, vertical force-displacement curves, strain variation, reaction force of the pin support and development of internal force in the section with the assumed plastic hinge were discussed. Then, through the verified finite element model, the corresponding analyses of the thickness and length of the side plates, the connecting length between the steel beam flange and cover plate, and the vertical-force eccentricity were carried out. The results show that the failure of all the specimens occurred through the cracking of the beam flange or the cover plate, and the beam chord rotations measured by the test were all greater than 0.085 rad. Increasing the length, thickness and width of the side plates slightly reduced the progressive collapse resistance of the substructures. The vertical-force eccentricity along the beam length reduced the progressive collapse resistance of the substructure. An increase in the connecting length between the beam flange and cover plate can significantly improve the progressive collapse resistance of substructures.

• Steel and Composite Structures
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• 제24권5호
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• pp.549-559
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• 2017

As few multi-tower single-box multi-cell cable-stayed bridges with corrugated steel webs have been built, analysis is mostly achieved by combining single-girder model, beam grillage model and solid model in support of the design. However, such analysis methods usually suffer from major limitations in terms of the engineering applications: single-girder model fails to account for spatial effect such as shear lag effect of the box girder and the relevant effective girder width and eccentric load coefficient; owing to the approximation in the principle equivalence, the plane grillage model cannot accurately capture shear stress distribution and local stress state in both top and bottom flange of composite box girder; and solid model is difficult to be practically combined with the overall calculation. The usual effective width method fails to provide a uniform and accurate "effective length" (and the codes fail to provide a unified design approach at those circumstance) considering different shear lag effects resulting from dead load, prestress and cable tension in the construction. Therefore, a novel spatial grid model has been developed to account for shear lag effect. The theoretical principle of the proposed spatial grid model has been elaborated along with the relevant illustrations of modeling parameters of composite box girder with corrugated steel webs. Then typical transverse and longitudinal shear lag coefficient distribution pattern at the side-span and mid-span key cross sections have been analyzed and summarized to provide reference for similar bridges. The effectiveness and accuracy of spatial grid analysis methods has been finally validated through a practical cable-stayed bridge.

• 항공우주시스템공학회지
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• 제8권2호
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• pp.7-13
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• 2014

In order to enable fail-safe operation the electro-hydrostatic actuators can be dualized. When a symmetrical actuator is combined in series with an asymmetrical actuator with single rod cylinder, the flow rates of their cylinders are unmatched. If their position controller has same configuration, one of their pumps can supply too much flow rate under particular load conditions, which should be bypassed into low pressure side e.g. by a relief valve. In this paper it is shown how the hydraulic circuit for the asymmetrically combined electro-hydrostatic actuator can be designed without sacrificing power consumption.

• 대한약리학회지
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• 제16권2호
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• pp.77-83
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• 1980

The effectiveness of Cefoperazone in the treatment of urinary tract infection was evaluated in the Department of Urology, St. Mary's hospital from December 1. 1979 to April 30. 1980. In this studies, the cusative organisms were divided into 2 groups; 1) Single form. E. coli (8), Staphylococcus aureus(7), Proteus vulgaris (4), P. morganii(3), S. epidermis (1), Enterococcus(1), Klebsiella (2), N. gonococcus(1). 2) Mixed from: Proteus+E. coli(4), E. coli+other(1), Pseudomonas+Enterococcus(1), Klebsiella+other(1). Effectiveness on urological diseases. 1) Neurogenic bladder: Results were excellent in 3 cases, good in 4 cases and negative effect in 4 cases. 2) Non-gonococcal urethritis: In this group, the therapeutic results were favorable in 88.9% of all cases. (Excellent in 2, Fail in1) 3) Pyelonephritis: All(4 cases) were excellent. 4) Renal stone: Among the 4 cases of renal stone, only one case was responded to cefoperazone. 5) Two cases of urethral stricture, two cases of cystitis, one case of B.P.H. and one case of gonococcal urethritis were all excellent. No serious side effects were observed except slight dizziness in one case.