• 제목/요약/키워드: maximum allowable load

검색결과 138건 처리시간 0.031초

Hybrid 검출방식을 적용한 삼상 선로 응동형 DVR(Dynamic Voltage Restorer) 개발 (Development of Three-Phase Line-Interactive Dynamic Voltage Restorer with Hybrid Detection Method)

  • 정종규;한병문
    • 전기학회논문지
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    • 제58권10호
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    • pp.1954-1961
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    • 2009
  • This paper describes the development of a three-phase line-interactive dynamic voltage restorer with hybrid detection method, which is composed of three H-bridge inverter modules and super-capacitors. The operational feasibility was verified through computer simulations with PSCAD/EMTDC software, and experimental works with a 3kVA prototype. The developed system can compensate the input voltage sag and interruption within 2ms. The maximum allowable duration of voltage interruption is about 4 seconds. The developed system can be effectively used to compensate the voltage interruption in the sensitive load, such as computer, communication devices, and automation devices, and medical equipment. The developed system has a simple structure to be easily implemented with commercially available components, and to be highly reliable in operation.

메모리 소자의 소프트 에러 극복을 위한 최적 스크러빙 방안 (An Optimal Scrubbing Scheme for Protection of Memory Devices against Soft Errors)

  • 류상문
    • 한국정보통신학회:학술대회논문집
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    • 한국해양정보통신학회 2011년도 추계학술대회
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    • pp.677-680
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    • 2011
  • 우주 방사선은 메모리 시스템에 소프트 에러를 야기할 수 있다. 소프트 에러는 오류 검출 및 정정 코드를 이용하여 극복될 수 있으며, 소프트 에러의 누적을 방지하기 위하여 스크러빙 작업이 병행되어야 한다. 본 논문은 CPU의 쓰기 동작 없이 소프트 에러를 정정할 수 있는 자가 오류 검출 및 정정 회로가 적용된 메모리 시스템에 적용할 수 있는 최적 스크러빙 수행 방안을 제안한다. 제안된 스크러빙 방안은 시스템의 가용한 스크러빙 로드와 시스템에서 실행되는 태스크의 주기적 메모리 접근을 함께 고려하여 최대의 신뢰도를 성취할 수 있도록 하여준다.

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H-브리지 인버터와 수퍼커패시터로 구성된 단상 DVR(Dynamic Voltage Restorer)의 개발 (Development of Single-Phase DVR(Dynamic Voltage Restorer) Composed of H-Bridge Inverter and SuperCapacitor)

  • 이동근;이두영;양승철;배병열;한병문
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2007년도 제38회 하계학술대회
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    • pp.160-161
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    • 2007
  • This paper describes the development of a single-phase DVR(Dynamic voltage Restorer), which is composed of H-bridge inverter and super-capacitors. The operational feasibility was verified through computer simulations with PSCAD/EMTDC software, and experimental works with 3kVA prototype. The developed system can compensates the input voltage sag and interruption within 2ms, in which the maximum allowable duration of voltage interruption is 1.5 seconds. It can be effectively used to compensate the voltage interruption in the sensitive load, such as computer, communication equipment, automation equipment, and medical equipment. The developed system has a simple structure to be easily implemented with commercially available components and to be highly reliable in operation.

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Optimal dimensioning for the corner combined footings

  • Lopez-Chavarria, Sandra;Luevanos-Rojas, Arnulfo;Medina-Elizondo, Manuel
    • Advances in Computational Design
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    • 제2권2호
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    • pp.169-183
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    • 2017
  • This paper shows optimal dimensioning for the corner combined footings to obtain the most economical contact surface on the soil (optimal area), due to an axial load, moment around of the axis "X" and moment around of the axis "Y" applied to each column. The proposed model considers soil real pressure, i.e., the pressure varies linearly. The classical model is developed by trial and error, i.e., a dimension is proposed, and after, using the equation of the biaxial bending is obtained the stress acting on each vertex of the corner combined footing, which must meet the conditions following: 1) Minimum stress should be equal or greater than zero, because the soil is not withstand tensile. 2) Maximum stress must be equal or less than the allowable capacity that can be capable of withstand the soil. Numerical examples are presented to illustrate the validity of the optimization techniques to obtain the minimum area of corner combined footings under an axial load and moments in two directions applied to each column.

상용압연 형강을 이용한 콘크리트 합성거더의 다단계 긴장력 최적설계 (Optimal Tension Forces of Multi-step Prestressed Composite Girders Using Commercial Rolled Beams)

  • 신영석;정흥시;김영우;박재만
    • 한국전산구조공학회논문집
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    • 제19권2호
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    • pp.115-124
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    • 2006
  • 본 연구에서는 상용 압연형강과 콘크리트 합성거더인 PSSC(Prestressed Steel and Concrete) 거더의 1, 2차 긴장력과 활하중을 최적설계 하였다. 다단계 긴장에 따른 1, 2차 긴장력과 활하중을 설계변수로 삼았으며, 최종 활하중을 목적함수로 정하였다. 시공단계에 따른 강주형, 충전 콘크리트, 슬래브의 상연과 하연의 허용응력을 설계 조건으로 하였다. 설계 최적화는 상용 프로그램 Matlab의 최적화 모듈을 이용하여 수행되었다. 형고의 변화, 콘크리트 압축강도의 변화, 헌치 높이의 변화 등 다양한 조건에 빠른 최적 설계를 시도하였고, 연구 결과로부터 강선배치, 콘크리트 압측강도 등이 설계에 큰 영향을 미치는 것을 알 수 있었다.

고속 타격단조시 발생되는 편심부하의 유한요소해석 (Finite element analysis of eccentric loading in high-velocity impact forging)

  • 유요한;양동열
    • 대한기계학회논문집A
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    • 제21권10호
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    • pp.1589-1597
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    • 1997
  • The high-velocity impact forging process with eccentric loading condition is analyzed using the explicit time integration finite element method. In order to consider the strain hardening, strain rate hardening and thermal softening effects, which are frequently observed in high-velocity deformation phenomena, the Johnson-Cook constitutive model is applied to model the workpiece. It is assumed that the material response of the dies is elastic in the study. As a result of the eccentric loading simulation, it is found that the increase of the eccentric ratio and the allowable tilting angle cause the decrease of the maximum forging load and the blow efficiency, and it is also found that the forging load and the blow efficiency generated in the high-velocity impact forging process with three-dimensional geometry can be obtained efficiently.

A new model for T-shaped combined footings part I: Optimal dimensioning

  • Luevanos-Rojas, Arnulfo;Lopez-Chavarria, Sandra;Medina-Elizondo, Manuel
    • Geomechanics and Engineering
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    • 제14권1호
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    • pp.51-60
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    • 2018
  • The foundations are classified into shallow and deep, which have important differences: in terms of geometry, the behavior of the soil, its structural functionality, and its constructive systems. The shallow foundations may be of various types according to their function; isolated footings, combined footings, strip footings, and slabs foundation. The isolated footings are of the type rectangular, square and circular. The combined footing may be rectangular, trapezoidal or T-shaped in plan. This paper presents a new model for T-shaped combined footings to obtain the most economical contact surface on the soil (optimal dimensioning) to support an axial load and moment in two directions to each column. The new model considers the soil real pressure, i.e., the pressure varies linearly. The classical model uses the technique of test and error, i.e., a dimension is proposed, and subsequently, the equation of the biaxial bending is used to obtain the stresses acting on each vertex of the T-shaped combined footing, which must meet the conditions following: The minimum stress should be equal or greater than zero, and maximum stress must be equal or less than the allowable capacity that can withstand the soil. To illustrate the validity of the new model, numerical examples are presented to obtain the minimum area of the contact surface on the soil for T-shaped combined footings subjected to an axial load and moments in two directions applied to each column.

Modeling for the strap combined footings Part I: Optimal dimensioning

  • Aguilera-Mancilla, Gabriel;Luevanos-Rojas, Arnulfo;Lopez-Chavarria, Sandra;Medina-Elizondo, Manuel
    • Steel and Composite Structures
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    • 제30권2호
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    • pp.97-108
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    • 2019
  • This paper presents a new model for the strap combined footings to obtain the most economical contact surface on the soil (optimal dimensioning) to support an axial load and moment in two directions to each column. The new model considers the soil real pressure, i.e., the pressure varies linearly. Research presented in this paper shows that can be applied to the T-shaped combined footings and the rectangular combined footings. The classical model uses the technique of test and error, i.e., a dimension is proposed, and subsequently, the equation of the biaxial bending is used to obtain the stresses acting on each vertex of the strap combined footing, which must meet the conditions following: The minimum stress should be equal or greater than zero, and maximum stress must be equal or less than the allowable capacity that can withstand the soil. Numerical examples are presented to obtain the optimal area of the contact surface on the soil for the strap combined footings subjected to an axial load and moments in two directions applied to each column. Appendix shows the Tables 4 and 5 for the strap combined footings, the Table 6 for the T-shaped combined footings, and the Table 7 for the rectangular combined footings.

FNN 제어기를 이용한 유도전동기 드라이브의최대토크 제어 (Maximum Torque Control of Induction Motor Drive using FNN Controller)

  • 정동화;김종관;박기태;차영두
    • 조명전기설비학회논문지
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    • 제19권8호
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    • pp.33-39
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    • 2005
  • 본 논문에서는 퍼지와 신경회로망을 혼합한 FNN(Fuzzy Neural Network) 제어기를 이용한 유도전동기의 최대 토크 제어를 제시한다. 먼저 유도전동기 드라이브의 고성능 제어를 위하여 FNN 제어기를 설계한다. 다음은 유도전동기의 최대토크 제어를 위하여 주어진 부하토크에서 고정자 전류를 최소화하여 단위 전류당 발생토크를 높인다. 본 논문에서 제시한 FNN을 이용한 최대토크 제어의 특성을 분석하고 그 결과를 제시한다.

Study on Thermal Load Capacity of Transmission Line Based on IEEE Standard

  • Song, Fan;Wang, Yanling;Zhao, Lei;Qin, Kun;Liang, Likai;Yin, Zhijun;Tao, Weihua
    • Journal of Information Processing Systems
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    • 제15권3호
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    • pp.464-477
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    • 2019
  • With the sustained and rapid development of new energy sources, the demand for electric energy is increasing day by day. However, China's energy distribution is not balanced, and the construction of transmission lines is in a serious lag behind the improvement of generating capacity. So there is an urgent need to increase the utilization of transmission capacity. The transmission capacity is mainly limited by the maximum allowable operating temperature of conductor. At present, the evaluation of transmission capacity mostly adopts the static thermal rating (STR) method under severe environment. Dynamic thermal rating (DTR) technique can improve the utilization of transmission capacity to a certain extent. In this paper, the meteorological parameters affecting the conductor temperature are analyzed with the IEEE standard thermal equivalent equation of overhead transmission lines, and the real load capacity of 220 kV transmission line is calculated with 7-year actual meteorological data in Weihai. Finally, the thermal load capacity of DTR relative to STR under given confidence is analyzed. By identifying the key parameters that affect the thermal rating and analyzing the relevant environmental parameters that affect the conductor temperature, this paper provides a theoretical basis for the wind power grid integration and grid intelligence. The results show that the thermal load potential of transmission lines can be effectively excavated by DTR, which provides a theoretical basis for improving the absorptive capacity of power grid.