• 제목/요약/키워드: Load-Sensitive

검색결과 447건 처리시간 0.023초

Estimation of Voltage Swell Frequency Caused by Asymmetrical Faults

  • Park, Chang-Hyun
    • Journal of Electrical Engineering and Technology
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    • 제12권4호
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    • pp.1376-1385
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    • 2017
  • This paper proposes a method for estimating the expected frequency of voltage swells caused by asymmetrical faults in a power system. Although voltage swell is less common than voltage sag, repeated swells can have severe destructive impact on sensitive equipment. It is essential to understand system performance related to voltage swells for finding optimal countermeasures. An expected swell frequency at a sensitive load terminal can be estimated based on the concept of an area of vulnerability (AOV) and long-term system fault data. This paper describes an effective method for calculating an AOV to voltage swells. Interval estimation for an expected swell frequency is also presented for effective understanding of system performance. The proposed method provides long-term performance evaluation of the frequency and degree of voltage swell occurrences.

민감부하 보상용 1 MJ 초전도 에너지저장 시스템 제작 및 시험 (Fabrication and Test of a 1 MJ Superconducting Energy Storage System for the Sensitive Load)

  • 성기철;유인근;한성룡;정희종
    • 한국초전도ㆍ저온공학회논문지
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    • 제3권2호
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    • pp.39-43
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    • 2001
  • For several decades researches and development on superconducting magnetic energy storage(SMES) system have been done for efficient electric power management. Korea Electrotechnology Research Institute (KERI) have developed of a 1MJ , 300kVA SMES System for improving power quality in sensitive electric loads. It consists of an IGBT (Insulated Gate Bipolar Transistor) based power conversion module. NbTi mixed matrix conductor superconducting magnet and a cryostat with HTS current leads. We developed the code fro design of a SMES magnet. Which could find the parameters of the SMES magnet having minimum amount of superconductors for the same store denerby. and designed the 1 MJ SMES magnet by using it . And we have design and fabricated cryostat with kA class HTS current leads for a 1 MJ SMES System. This paper describes the design fabrication and test results for a 1MJ SMES System.

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케이블 돔 구조물의 불안정 현상에 대한 브레이싱 보강 효과 (Effects by Bracing Reinforcement on the Instability Phenomenon of Cable Domes)

  • 김승덕;김형석;백인성
    • 한국공간구조학회논문집
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    • 제1권2호
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    • pp.75-83
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    • 2001
  • The characteristics of structural behavior for a cable dome shows a strong nonlinearity and very sensitive by the initial imperfection. The instability phenomenon of Geiger-type cable dome structure is generated due to the in-plane twisting near the critical load level. In this study, therefore, the effect of bracing reinforcement resisting to the in-plane twisting is investigated for the Geiger-type model reinforced by bracing. The effect of initial imperfection is also studied because the structural instability phenomenon of shell-like structure is very sensitive according to the initial condition.

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궤간가변화차의 동특성 수치해석 (Numerical Simulation of Dynamic Behaviour of a Gauge-changeable Freight Wagon)

  • 장승호;이승일
    • 한국철도학회논문집
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    • 제9권4호
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    • pp.461-466
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    • 2006
  • In order to transport cargo rapidly and safely from the trans-Korean railway to the trans-Siberian railway having a different gauge, a gauge-changeable freight wagon can be used. Because the wagon is expected to run in South Korea, North Korea and Russia, it should have good dynamic performance in these railways. In this paper, the dynamic characteristics of a gauge-changeable freight wagon was analyzed numerically using ADAMS/Rail in each condition of the railways having different gauges and rail profiles. The wagon makes use of load sensitive friction damping and has highly nonlinear behaviour, which is modeled in detail as the full nonlinear dynamic model. It is shown that the running behaviour of the wagon is sensitive to changes in the rail gauge and profiles, however the assessment quantities from the point of view of safety, track fatigue and running behaviour are less than the limit valves.

고감도 삼상력률계전기에 관한 연구 (Study on the High Sensitive Three Phase Power Factor Meter and Relay)

  • 박정후
    • 수산해양기술연구
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    • 제16권1호
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    • pp.43-47
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    • 1980
  • The author designed and tested the high sensitive three-phase power factor meter and relay circuit, and dealt with the circuit to detect the phase of the current and the voltage. An operational amplifier comparator circuit and two single-phase transformers are used to control and detect the phase angle between the current and the voltage. The results obtained are as follows: 1. Converting the sine wave input current into the constant amplitude rectangular wave form by using a transistor chopper circuit, the power factor can be measured precisely over the load current of 0.08 A. 2. Using the moving coil type current meter, the power factor meter can be read in uniform . scale all over the range. 3. Using the three-phase power factor meter, the power factor relay which works at any power factor can be made.

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Transverse seismic response of continuous steel-concrete composite bridges exhibiting dual load path

  • Tubaldi, E.;Barbato, M.;Dall'Asta, A.
    • Earthquakes and Structures
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    • 제1권1호
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    • pp.21-41
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    • 2010
  • Multi-span steel-concrete composite (SCC) bridges are very sensitive to earthquake loading. Extensive damage may occur not only in the substructures (piers), which are expected to yield, but also in the other components (e.g., deck, abutments) involved in carrying the seismic loads. Current seismic codes allow the design of regular bridges by means of linear elastic analysis based on inelastic design spectra. In bridges with superstructure transverse motion restrained at the abutments, a dual load path behavior is observed. The sequential yielding of the piers can lead to a substantial change in the stiffness distribution. Thus, force distributions and displacement demand can significantly differ from linear elastic analysis predictions. The objectives of this study are assessing the influence of piers-deck stiffness ratio and of soil-structure interaction effects on the seismic behavior of continuous SCC bridges with dual load path, and evaluating the suitability of linear elastic analysis in predicting the actual seismic behavior of these bridges. Parametric analysis results are presented and discussed for a common bridge typology. The response dependence on the parameters is studied by nonlinear multi-record incremental dynamic analysis (IDA). Comparisons are made with linear time history analysis results. The results presented suggest that simplified linear elastic analysis based on inelastic design spectra could produce very inaccurate estimates of the structural behavior of SCC bridges with dual load path.

Low Frequency Current Ripple Mitigation of Two Stage Three-Phase PEMFC Generation Systems

  • Deng, Huiwen;Li, Qi;Liu, Zhixiang;Li, Lun;Chen, Weirong
    • Journal of Power Electronics
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    • 제16권6호
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    • pp.2243-2257
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    • 2016
  • This paper presents a two stage three-phase proton exchange membrane fuel cell (PEMFC) generation system. When the system is connected to a three-phase load, it is very sensitive to the characteristics and type of the load. Especially unbalanced three-phase loads, which result in a pulsating power that is twice the output frequency at the inverter output, and cause the dc-link to generate low frequency ripples. This penetrates to the fuel cell side through the front-end dc-dc converter, which makes the fuel cell work in an unsafe condition and degrades its lifespan. In this paper, the generation and propagation mechanism of low frequency ripple is analyzed and its impact on fuel cells is presented based on the PEMFC output characteristics model. Then a novel method to evaluate low frequency current ripple control capability is investigated. Moreover, a control scheme with bandpass filter inserted into the current feed-forward path, and ripple duty ratio compensation based on current mode control with notch filter is also proposed to achieve low frequency ripple suppression and dynamic characteristics improvement during load transients. Finally, different control methods are verified and compared by simulation and experimental results.

전력 품질 향상을 위한 LVDC 양극성 배전 시스템의 불평형 전압 제어 (Unbalancing Voltage Control of LVDC Bipolar Distribution System for High Power Quality)

  • 이희준;신수철;강진욱;원충연
    • 전력전자학회논문지
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    • 제21권6호
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    • pp.486-496
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    • 2016
  • The voltage unbalance of an LVDC bipolar distribution system was controlled for high power quality. Voltage unbalance may occur in a bipolar distribution system depending on the operation of the converter and load usage. Voltage unbalance can damage sensitive load and lead to converter accidents. The conditions that may cause voltage unbalance in a bipolar distribution system are as follows. First, three-level AC/DC converters in bipolar distribution systems can lead to voltage unbalance. Second, bipolar distribution systems can be at risk for voltage unbalance because of load usage. In this paper, the output DC link of a three-level AC/DC converter was analyzed for voltage unbalance, and the bipolar voltage was controlled with algorithms. In the case of additional voltage unbalance according to load usage, the bipolar voltage was controlled using the proposed converter. The proposed converter is a dual half-bridge converter, which was improved from the secondary circuit of a dual half-bridge converter. A control algorithm for bipolar voltage control without additional converters was proposed. The balancing control of the bipolar distribution system with distributed power was verified through experiments.

System and member reliability of steel frames

  • Zhou, W.;Hong, H.P.
    • Steel and Composite Structures
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    • 제4권6호
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    • pp.419-435
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    • 2004
  • The safety level of a structural system designed per code specifications can not be inferred directly from the reliability of members due to the load redistribution and nonlinear inelastic structural behavior. Comparison of the system and member reliability, which is scarce in the literature, is likely to indicate any possible inconsistency of design codes in providing safe and economical designs. Such a comparative study is presented in this study for moment resisting two-dimensional steel frames designed per AISC LRFD Specifications. The member reliability is evaluated using the resistance of the beam-column element and the elastic load effects that indirectly accounts for the second-order effects. The system reliability analysis is evaluated based on the collapse load factor obtained from a second-order inelastic analysis. Comparison of the system and member reliability is presented for several steel frames. Results suggest that the failure probability of the system is about one order of magnitude lower than that of the most critically loaded structural member, and that the difference between the system and member reliability depends on the structural configuration, degree of redundancy, and dead to live load ratio. Results also suggest that the system reliability is less sensitive to initial imperfections of the structure than the member reliability. Therefore, the system aspect should be incorporated in future design codes in order to achieve more reliability consistent designs.

Damage of scarf-repaired composite laminates subjected to low-velocity impacts

  • Cheng, Xiaoquan;Zhao, Wenyi;Liu, Shufeng;Xu, Yunyan;Bao, Jianwen
    • Steel and Composite Structures
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    • 제17권2호
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    • pp.199-213
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    • 2014
  • The damage characters of scarf repaired composite laminates subjected to low-velocity impact with various energy levels at different locations are studied experimentally. The results are compared with those of the original laminates which have no initial damage and don't need repair. The impact load-time history of the specimens, the velocity-time curves of the impactor, the post impact compressive strength of the specimens and the C-scan photographs of the damaged regions are obtained. The delamination threshold load and damage character of the specimen section at impact point are also studied. The results have shown that the impact response of a repaired composite laminate is sensitive to the location of the impact. The impact load and the delamination threshold load have shown different characters for specimens with different impact locations. The debonding characters of the adhesive and compressive strength after impact of the specimens are also influenced by impact locations.