• 제목/요약/키워드: Load Analysis

검색결과 13,337건 처리시간 0.036초

Analysis for Evaluating the Impact of PEVs on New-Town Distribution System in Korea

  • Choi, Sang-Bong
    • Journal of Electrical Engineering and Technology
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    • 제10권3호
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    • pp.859-864
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    • 2015
  • This paper analyzes the impact of Plug-in Electric vehicles(PEVs) on power demand and voltage change when PEVs are connected to the domestic distribution system. Specifically, it assesses PEVs charging load by charging method in accordance with PEVs penetration scenarios, its percentage of total load, and voltage range under load conditions. Concretely, we develop EMTDC modelling to perform a voltage distribution analysis when the PEVs charging system by their charging scenario was connected to the distribution system under the load condition. Furthermore we present evaluation algorithm to determine whether it is possible to adjust it such that it is in the allowed range by applying ULTC when the voltage change rate by PEVs charging scenario exceed its allowed range. Also, detailed analysis of the impact of PEVs on power distribution system was carried out by calculating existing electric power load and additional PEVs charge load by each scenario on new-town in Korea to estimate total load increases, and also by interpreting the subsequent voltage range for system circuits and demonstrating conditions for countermeasures. It was concluded that total loads including PEVs charging load on new-town distribution system in Korea by PEVs penetration scenario increase significantly, and the voltage range when considering ULTC, is allowable in terms of voltage tolerance range up to a PEVs penetration of 20% by scenario. Finally, we propose the charging capacity of PEVs that can delay the reinforcement of power distribution system while satisfying the permitted voltage change rate conditions when PEVs charging load is connected to the power distribution system by their charging penetration scenario.

각 부하지점별 확률론적 발전비용 산정을 위한 수치해석적 방법의 개발 (Development of a New Numerical Analysis Method for Nodal Probabilistic Production Cost Simulation)

  • 김홍식;문승필;최재석;노대석;차준민
    • 대한전기학회논문지:전력기술부문A
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    • 제50권9호
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    • pp.431-439
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    • 2001
  • This Paper illustrates a new numerical analysis method using a nodal effective load model for nodal probabilistic production cost simulation of the load point in a composite power system. The new effective load model includes capacities and uncertainties of generators as well as transmission lines. The CMELDC(composite power system effective load duration curve) based on the new effective load model at HLll(Hierarchical Level H) has been developed also. The CMELDC can be obtained from convolution integral processing of the outage capacity probabilistic distribution function of the fictitious generator and the original load duration curve given at the load point. It is expected that the new model for the CMELDC proposed in this study will provide some solutions to many problems based on nodal and decentralized operation and control of an electric power systems under competition environment in future. The CMELDC based on the new model at HLll will extend the application areas of nodal probabilistic production cost simulation, outage cost assessment and reliability evaluation etc. at load points. The characteristics and effectiveness of this new model are illustrated by a case study of MRBTS(Modified Roy Billinton Test System).

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Development of Load Prediction Equations of Office Buildings

  • Seok, Ho-Tae;Kim, Kwang-Woo
    • International Journal of Air-Conditioning and Refrigeration
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    • 제10권2호
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    • pp.65-71
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    • 2002
  • The objective of this study is to evaluate the design parameters and to develop the cooling and heating load prediction equations of office buildings. The building load calculation simulation was carried out using the DOE-2.1E program. The results of the simulation were used as data for multiple regression analysis which could develop the load prediction equations.

프리플렉스 합성형교의 내하력 평가에 관한 연구 (A Study on the Load Carrying Capacity Assessment of the Preflex Beam Bridge)

  • 채원규
    • 한국산업안전학회:학술대회논문집
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    • 한국안전학회 1997년도 추계 학술논문발표회 논문집
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    • pp.145-150
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    • 1997
  • In this thesis, the field test by truck load and the structural analysis were performed on a preflex beam bridge to investigate the load carrying capacity. From the field test and the structural analysis results, K(corrective factor) and $P_n$(load carrying capacity) of the preflex beam bridges were studied, and these factors were applied to the load carrying capacity assessment of the preflex bridges.

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철도교량의 동해석을 위한 하중모델의 개발 (Development of Train Load Model for Railway Bridge Time-History Analysis)

  • 김현민;오지택
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2003년도 가을 학술발표회 논문집
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    • pp.97-102
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    • 2003
  • A real train load fluctuates along the track because of complicated movements(Bouncing, Rolling, Pitching and Yawing) and rail conditions. This research has for its object in development of a numerical real train load model including fluctuation characteristics of lateral forces. It is based on Klingel movement theory of a wheelset on straight track it presents a propriety of application by comparison between a 3D-Numerical analysis result using this train load model and a measured data. And this paper presents further study subject to improve a method about the train load modeling.

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연속 프리스트레스트 콘크리트 빔교의 내하력 평가 기법에 관한 연구 (A Study on the Load Carrying Capacity Assessment Method of the Prestressed Concrete Beam Bridges)

  • 채원규
    • 한국안전학회지
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    • 제13권3호
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    • pp.126-134
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    • 1998
  • In this paper, the field test by truck load and the structural analysis were performed on a prestressed concrete beam bridge to investigate the load carrying capacity of the prestressed concrete beam bridges. From the results of the field test and the structural analysis, CAF (composite action factor), TIF(transformed impact factor), and $P_n$(load carrying capacity) of the prestressed concrete beam bridges were studied, and the load carrying capacity assessment of the prestressed concrete beam bridges were carried out using these factors.

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신뢰도기반 하중계수 캘리브레이션을 통한 교량 평가 활하중계수 분석 (Analysis of Live Load Factor for Bridge Evaluation Through Reliability Based Load Factor Calibration)

  • 유민선;김경현;백인열
    • 한국구조물진단유지관리공학회 논문집
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    • 제26권6호
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    • pp.212-221
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    • 2022
  • 이 연구에서는 국내 도로교량 평가에서도 설계와 일관성이 있도록 한계상태설계법에 상응하는 평가방법을 마련하고, 선진국과 같이 평가에서 목표신뢰도지수를 감소시키는 경우 신뢰도분석을 통하여 보정하여 평가 활하중계수를 제안한다. 국내 대표 교량형식을 대상으로 수집한 실교량 자료를 활용하여 각 설계기준 별 설계활하중에 대한 하중효과를 산정하여 비교한다. 현행 설계법에 의해 산정된 하중효과를 바탕으로 최소요구강도를 산정하여 이에 대한 신뢰도분석을 통해 활하중계수 보정을 수행한다. 설계수준에 비하여 낮춰진 평가수준의 활하중계수를 교량 안전성평가를 수행하고, 이전 설계법의 안전성평가 결과와 비교하여 평가결과가 증가함을 확인하였다.

무효전력 민감도와 부하지속곡선을 활용한 적정 부하역률의 효과적인 산정 기법에 관한 연구 (A Study on a Methodology of Determining an Appropriate Load Power Factor Effectively by the Use of Reactive Power Sensitivity and Load Duration Curve)

  • 이병하;황승호
    • 전기학회논문지
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    • 제61권12호
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    • pp.1782-1790
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    • 2012
  • In this paper, a methodology to use load duration curve and the reactive power factor sensitivity of generation cost is proposed for analyzing the effects of load power factor effectively. A great deal of cases of power systems are classified into several patterns according to the characteristics using load duration curve, and the overall effects of load power factor are assessed by integrating the analysis results of load power factor in all the patterns. The reactive power sensitivity of generation cost and the integrated costs such as generation cost, investment cost, voltage variation penalty cost and CO2 emission cost are used for determining an appropriate load power factor. A systematic procedure for effective analysis of load power factor is presented. It is shown through the application to the practical power system of KEPCO(Korea Electric Power Corporation)that the effects of load power factor can be analyzed effectively using load duration curve and reactive power factor sensitivity.

2층 조적조의 지진하중에 의한 거동해석 및 균열평가 (Response Analysis and crack Pattern Evaluation of Two Story Masonry Structure under the seismic Load)

  • 김희철;이경훈
    • 한국지진공학회논문집
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    • 제2권4호
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    • pp.179-190
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    • 1998
  • 현재 국내에는 조적조 건물에 대한 내진규준이 마련되어 있지 않다 반면 최근 들어 한반도에 발생하는 지진의 반도수는 계속증가하고 있어 조적조 건물에 대한 지진하중에 의한 평가가 이루어져야 한다. 본 연구에서는 2층 조적조 건물에 국내에서 발생 가능한 최대지진가속도인 0.12g의 지진하중을 적용한 유한요소해석법에 의한 방법으로 동적해석을 수행한 결과 2층에 비하여 1층에서 불안전한 거동이 발생하였다 특히 개구부 주위 및 테두리 보와 조적벽의 경계부분에서 허용응력을 초과하여 균열이 발생함을 알 수 있었다.

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검침데이터를 이용한 전력설비 시공간 부하분석모델 (Spatio-temporal Load Analysis Model for Power Facilities using Meter Reading Data)

  • 신진호;김영일;이봉재;양일권;류근호
    • 전기학회논문지
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    • 제57권11호
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    • pp.1910-1915
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    • 2008
  • The load analysis for the distribution system and facilities has relied on measurement equipment. Moreover, load monitoring incurs huge costs in terms of installation and maintenance. This paper presents a new model to analyze wherein facilities load under a feeder every 15 minutes using meter reading data that can be obtained from a power consumer every 15 minute or a month even without setting up any measuring equipment. After the data warehouse is constructed by interfacing the legacy system required for the load calculation, the relationship between the distribution system and the power consumer is established. Once the load pattern is forecasted by applying clustering and classification algorithm of temporal data mining techniques for the power customer who is not involved in Automatic Meter Reading(AMR), a single-line diagram per feeder is created, and power flow calculation is executed. The calculation result is analyzed using various temporal and spatial analysis methods such as Internet Geographic Information System(GIS), single-line diagram, and Online Analytical Processing (OLAP).