• 제목/요약/키워드: load following

검색결과 945건 처리시간 0.023초

Hybrid-PI 제어기를 이용한 유도전동기의 고성능 제어 (High performance Control of Induction Motor using Hybrid-PI Controller)

  • 최정식;고재섭;김길봉;정동화
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2006년 학술대회 논문집 정보 및 제어부문
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    • pp.260-262
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    • 2006
  • This paper presents Hybrid-PI controller of induction motor drive using fuzzy control. In general, PI controller in computer numerically controlled machine process fixed gain. They may perform well under some operating conditions, but not all. To increase the robustness, fixed gain PI controller, Hybrid-PI controller proposes a new method based self tuning PI controller. Hybrid-PI controller is developed to minimize overshoot and settling time following sudden parameter changes such as speed, load torque, inertia, rotor resistance and self inductance. The results on a speed controller of induction motor are presented to show the effectiveness of the proposed gain tuner. And this controller is better than the fixed gains one in terms of robustness, even under great variations of operating conditions and load disturbance.

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반경 방향 하중을 받는 원통형 로울러 베어링의 음장 해석 (Sound Field Analysis of Cylindrical Roller Bearings Under Radial Load)

  • 노병후;김대곤;김경웅
    • Tribology and Lubricants
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    • 제20권2호
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    • pp.77-83
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    • 2004
  • The purpose of the paper is to numerically investigate the acoustic noise characteristics of cylindrical roller bearings under radial load. For the sake of simplifying of the analysis, it was assumed that the cylindrical roller bearings are infinitely long. Furthermore, the effects of following on the noise of the bearing were also examined: the radial clearance of the bearing, the viscosity of the lubricant, and the number of the rollers. The results and discussions of the present paper could aid in the design of low-noise cylindrical roller bearings.

On the Control of Re-Structured Electric Power Systems

  • Feliachi Ali
    • International Journal of Control, Automation, and Systems
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    • 제3권spc2호
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    • pp.363-375
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    • 2005
  • The paper describes some of the challenges that face the control of nonlinear interconnected power systems. The challenges include the selection of appropriate control and information structures that could range from a completely decentralized to a fully centralized structure. Once a structure is proven to be feasible, the effectiveness of control signals needs to be assessed. Analytical tools are derived for this purpose in the first part of the paper, and they are illustrated with a case study that involves the design of a damping decentralized controller using a Thyristor Controlled Series Compensation device. The second part of the paper deals with the load following and tracking problem through automatic generation control for a system that has been re-structured or deregulated. This problem can be solved using a completely decentralized scheme. It is solved here using fuzzy rules and with an emphasis on compliance with NERC's standards and reduction of wear and tear of the equipment. It is illustrated with a test system that has three interconnected control areas. Finally, comments on the economics of control and the author's vision are presented.

Corrosion of Reinforcement and Its Effect on Structural Performance in Marine Concrete Structures

  • Yokota, Hiroshi;Kato, Ema;Iwanami, Mitsuyasu
    • Corrosion Science and Technology
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    • 제6권6호
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    • pp.297-303
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    • 2007
  • This paper discusses the chloride-induced corrosion of reinforcement in marine concrete structures focusing on the variability in the progress of deterioration. Through tests and analyses of reinforced concrete slabs taken out from existing open-pile structures that have been in service for 30 to 40 years, the following topics were particularly discussed: variation in chloride ion profiles of concrete, variation in corrosion properties of reinforcement embedded in concrete, and influence of the reinforcement corrosion on the load-carrying capacity of the concrete slabs. As a result, their variability was found to be very large even in one reinforced concrete slab with almost the same conditions. It was also discussed how to determine the calculation parameters for prediction of decreasing in load-carrying capacity of concrete members with chloride-induced corrosion of reinforcement.

인버터 시스템과 상용 전력 계통과의 병렬 운전에 관한 연구 (A Study on Parallel Operation Between Inverter System and Utility Line)

  • 천희영;박귀태;유지윤;안호균
    • 대한전기학회논문지
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    • 제41권4호
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    • pp.369-378
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    • 1992
  • This paper proposes a utility parallel processing inverter system, which consists of a voltage source PWM inverter, isolation transformer and a reactor linking the inverter to utility line. This system realizes following functions : (1) voltage phase frequency and amplitude synchronization between inverter and utility line at stand-alone mode. (2) current phase synchronization between inverter and load at parallel mode. Therefore, despite sudden increase in load current over setting point at stand-alone mode, inverter system can be transferred into parallel mode immediately without transient current. Furthermore, high frequency(18KHz) PWM control and sinusoidal filtering improve the inverter output waveform by eliminating high order harmonic components as well as low order. As a switching device, IGBT is used for high frequency switching and large current capacity.

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전단보강이 된 철근콘크리트보의 전단강도에 관한 실험적 연구 (An Experimental Study on the Shear Strength of R.C Beam with Web reinforcement)

  • 이근광;홍기섭;신영수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1993년도 가을 학술발표회 논문집
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    • pp.184-189
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    • 1993
  • This is an experimental investigation the shear behavior of reinforced concrete with stirrup of which stress ranges 0.0㎏/㎠ to 7.0㎏/㎠. Five rectangular beams which concrete strengths are 287㎏/㎠ and 380㎏/㎠, a/d=3, and main steel ratio equal to 1.96% was tested. Those were designed to fail in shear. The shear cracking load and failure load were measured and compared with ACI's equation and Zutty's proposed equation. The results are following : ACI equation and Zutty's equation are consertive. As the concrete compressive strength increased, reserved shear strength of beams with minimum web reinforcement decreases. According to increase of web reinforcement , the rate of increases of shear strength is decreased. The failure modes of specimen with minimum web reinforcement are shear compression failure which is reached after diagonal shear cracking.

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클럭주기 최소화를 위한 효율적인 연결구조 할당 알고리듬 (An efficient interconnect allocation algorithm for clock period minimzatio)

  • 김영노;이해동;황선영
    • 전자공학회논문지A
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    • 제32A권6호
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    • pp.91-103
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    • 1995
  • This paper presents the design of a performance-driven interconnect allocation algorithm. The algorithm is based on the idea that the clock period can be minimized by balancing the load for each of the communication paths following specific hardware modules. By performing load balancing for only the communication lines on ciritical paths, the proposed algorithm generates interconnection structures with minimum delays. This approach also shows run time efficiency. Experimental results confirm the effectiveness of the algorithm by constructing the interconnection structures such that the clock period can be minimized for several benchmark circuits available from the literature.

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고장력강 SNCM8재의 표면처리에 따른 피로강도 변화 (A Study on Fatigue Strength Influence of Surface Treatment on High Strength Steel SNCM8)

  • 강신현;차정환;배성인
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 1996년도 춘계학술대회 논문집
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    • pp.697-703
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    • 1996
  • Fatigue strength of high strengthsteels are variable with many different surface treatment. It is well known that residual compressive stress retard fatigue crack growth rate(or arrest crack). High strngth steels are manufactured by following process. Heat treatment, shot peening and chromium plating process. High strength steel(HRC40 or above) which are subjected to fatigue load and dynamic load, chromium plated parts shall be peened in accordance with requirements and baked after plating. The purpose of this paper is to compare and discuss the influence of surface treatment and hydrogen embrittlement on fatigue strength of high strength steel. Therefore, fatigue test was performed to investigate influence of surface treatment. The results shows that shot peening is very effect method in creasing fatigue life and after plating, baking process is essential to prevent hydogen failure. In this paper, the experimental investigation is made to clarify the influence of shot peening conditions and baking process on fatigue strength of high strength steel.

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FAM 제어기를 이용한 IPMSM 드라이브의 하이브리드 PI 제어기 (Hybrid PI Controller of IPMSM Drive using FAM Controller)

  • 고재섭;최정식;정동화
    • 제어로봇시스템학회논문지
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    • 제13권3호
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    • pp.192-197
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    • 2007
  • This paper presents Hybrid PI controller of IPMSM drive using fuzzy adaptive mechanism(FAM) control. In general, PI controller in computer numerically controlled machine process fixed gain. They may perform well under some operating conditions, but not all. To increase the robustness, fixed gain PI controller, Hybrid PI controller proposes a new method based self tuning PI controller. Hybrid PI controller is developed to minimize overshoot and settling time following sudden parameter changes such as speed, load torque, inertia, rotor resistance and self inductance. The results on a speed controller of IPMSM are presented to show the effectiveness of the proposed gain tuner. And this controller is better than the fixed gains one in terms of robustness, even under great variations of operating conditions and load disturbance.

P-$\Delta$ 효과를 고려한 철골 구조물의 비선형 동적거동 평가 (Evaluation of Nonlinear Dynamic Behavior for Steel Moment Frame Structures Considering P-$\Delta$ Effects)

  • 최원호;이주완;이동근
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2001년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2001
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    • pp.235-242
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    • 2001
  • Inelastic seismic response of steel moment frame structures, which are usually quite gravity load and subject to large displacement under severe earthquake, may be severly influenced by the structure P-Δ effects. The P-Δ effect may have an important impact on the dynamic behavior of the structure in the nonlinear seismic analysis. In multi degree of freedom systems P-Δ effects may significantly affect only a subset of stories or a single story alone. Therefore, a story drift amplification of structure is happened by P-Δeffects and such nonlinear dynamic behaviors are very difficult to evaluate in the structures. In this study, two systems having different design methods of steel moment frame structures are investigated to evaluate the P-Δ effects due to gravity load. The plastic hinge formations, maximum rotational ductility demands, and energy distribution will be compared and evaluated following whether the P-Δ effects are considered or not. And design methods are proposed for the prevention of the instability of structures which due to the P-Δ effects.

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