• Title/Summary/Keyword: constant ratio curve

검색결과 91건 처리시간 0.023초

A Fast Contingency Screening Algorithm for On-line Transient Security Assessment Based on Stability Index

  • Nam, Hae-Kon;Kim, Yong-Hak;Song, Sung-Geun;Kim, Yong-Gu
    • KIEE International Transactions on Power Engineering
    • /
    • 제2A권4호
    • /
    • pp.131-135
    • /
    • 2002
  • This paper describes a new ultra-fast contingency screening algorithm for on-line TSA without time simulation. All machines are represented in a classical model and the stability index is defined as the ratio between acceleration power during a fault and deceleration power after clearing the fault. Critical clustering of machines is done based on the stability index, and the power-angle curve of the critical machines is drawn assuming that the angles of the critical machines increase uniformly, while those of the non-critical ones remain constant. Finally, the critical clearing time (CCT) is computed using the power-angle curve. The proposed algorithm is tested on the KEPCO system comprised of 900-bus and 230-machines. The CCT values computed with the screening algorithm are in good agreement with those computed using the detailed model and the SIME method. The computation time for screening about 270 contingencies is 17 seconds with 1.2 GHz PC.

자연하천의 무차원 유황곡선 (Dimensionless flow Duration Curve in Natural River)

  • 박상덕
    • 한국수자원학회논문집
    • /
    • 제36권1호
    • /
    • pp.33-44
    • /
    • 2003
  • 유황곡선은 하천유량의 변동성을 함축적으로 나타내고 있다. 본 연구는 인위적인 유량조절이 없는 자연하천의 무차원 유황곡선을 조사하여 보았다. 유황분석은 IHP대표유역과 대하천 주요 수위관측 지점의 수문자료를 토대로 수행하였다. 유황은 유역면적에 의존하나 유황계수는 판수계수를 제외하면 유역면적의 변화에 민감하지 않았으며 특히 풍수계수는 일정한 값을 나타내었다. 본 연구에서 평수량에 대한 갈수량 및 저수량의 비로 정의한 유황변동계수는 유역면적이 증가하면 작아지고 하천 경사의 증가에 따라 커진다. 저수유황변동에 비하여 갈수유황 변동이 유역면적의 변화에 영향을 받는 것으로 보여진다.

상하악 전치부 치열궁 형태에 대한 새로운 접근 - 한국성인 정상교합자 모델에서 (The new approach to maxillary and mandibular anterior dental arch forms - In Korean normal occlusion models)

  • 하만희;손우성;양훈철
    • 대한치과교정학회지
    • /
    • 제31권3호
    • /
    • pp.347-355
    • /
    • 2001
  • 상하악 전치부 치열은 치아의 형태 변위, 선천결손 등에 의해 종종 교합관계나 심미성에 문제점을 나타내게 된다. 이러한 문제점을 극복하기 위해 임상의는 전치부 비율을 진단시 이용하게 되나, 치열궁 형태, 견치간 폭경(intercanine width), 치열궁 장경(segment depth)과 치열궁 둘레(arch perimeter)에 따른 전치부 비율의 변화로 인해 이러한 비율을 전치부 교합관계 예측에 직접 적용하는데는 한계가 있다. 이에 본 연구에서는 한국성인 정상교합자 모델(남자:20쌍, 여자:20쌍)에서 상하악 전치부 치열궁 형태를 least square method로 조사하였다. 한국인 정상교합자의 상하악 전치부 치열궁 형태는 다항 함수(polynomial function), 베타 함수(beta function), 하이퍼볼릭 코사인 함수(hyperbolic cosine function) 순으로 곡선 접합(curve fitting)하였으며, 이러한 곡선 접합도는 남녀, 상하악에 관계없이 일정하였다. 또한 곡선접합(curve fitting)된 치열궁 형태를 바탕으로 견치간 폭경(intercanine width), 치열궁 장경(segment depth)과 치열궁 둘레(arch perimeter)간의 상관관계를 구하였다. 이러한 상관관계는 견치간 폭경에 따른 치열궁 형태 예측과 보다 정확한 전치부 비율에 대한 정보를 제공할 것이다.

  • PDF

일정체적 단순지지 보-기둥의 동적 최적단면 (Dynamic Optimal Shapes of Simple Beam-Columns with Constant Volume)

  • 이병구;박광규;모정만;이상진
    • 한국강구조학회 논문집
    • /
    • 제9권2호통권31호
    • /
    • pp.221-228
    • /
    • 1997
  • 이 논문은 일정체적 단순지지 보-기둥의 동적 최적단면의 결정에 관한 연구이다. 정다각형 단면의 단면깊이가 포물선으로 변화하는 보-기둥에 대한 자유진동을 지배하는 상미분방정식을 유도하였다. 이 미분방정식에는 축하중효과를 고려하였고, Runge-Kutta method와 Regula-Falsi method를 이용하여 미분방정식을 수치적분하고 고유진동수를 산출하였다. 수치해석 결과로부터 얻어진 진동수-단면비 곡선의 임계값들을 분석하여 동적 최적단면을 결정하고 이 결과들을 표 및 그림에 나타내었다.

  • PDF

CRS 압밀시험에 의한 점성토의 팽창특성에 관한 연구 (The Swelling Characteristics of Clayey Soil by CRS Consolidation Test)

  • 이응준;한상재;김지용;김수삼
    • 한국지반공학회:학술대회논문집
    • /
    • 한국지반공학회 2000년도 가을 학술발표회 논문집
    • /
    • pp.335-342
    • /
    • 2000
  • In this study, the swelling characteristics of reconstituted clayey soil were investigated by STD and CRS test. The strain rate during loading was constant i.e. 0.05 %/min, 0.03 %/min and during unloading was varied in proportion to 1/1, 1/5, 1/10 and 1/15 of strain rate during loading. From this study the following conclusions were obtained; (1) There were similar values, especially, during unloading in case of 1/10 or 1/15 of strain rate during loading and the test results between STD and CRS were much to be alike. (2) The cross point of effective stress versus excess pore water pressure ratio curve, was increased during unloading, while the stress level of the cross point was decreased. The stress level can be separated into two zones according to the swelling index named Cs1 and Cs2. From the test results, the values of Cs1 were approximately constant irrespective of strain rate during unloading, but the values of Cs2 were much influenced by strain rate. (3) In CRS consolidation tests, it was found that unloading strain rate did not affect on the existence of zone.

  • PDF

슬롯 수에 따른 100MW급 권선형 동기발전기 발전특성 및 운전특성 비교 (Operation and Generation Characteristic of 100MW-Class Wound Rotor Synchronous Generator According to Number of Slots)

  • 김창우;박요한;최장영
    • 전기학회논문지
    • /
    • 제68권4호
    • /
    • pp.523-531
    • /
    • 2019
  • This paper deals with a wound-field synchronous machines(WFSM), with an electromagnet on its salient rotor, as an alternative to a permanent magnet in the rotor. We then examine the power performance characteristics, loss characteristics, V-curves and large short-circuit ratios for a large-scale synchronous generator, considering the leading and lagging operations, based on the finite-element method. We predict the performance of a 100MVA-class generator based on the operating range for a constant short-circuit ratio. At the last, We compared with the electromagnetic characteristics of three model according to number of slots.

A semi-analytical solution to spherical cavity expansion in unsaturated soils

  • Tang, Jianhua;Wang, Hui;Li, Jingpei
    • Geomechanics and Engineering
    • /
    • 제25권4호
    • /
    • pp.283-294
    • /
    • 2021
  • This paper presents a rigorous solution for spherical cavity expansion in unsaturated soils under constant suction condition. The hydraulic behavior that describes the saturation-suction relationship is modeled by a void ratio-dependent soil-water characteristic curve, which allows the hydraulic behavior to fully couple with the mechanical behavior that is described by an extended critical state soil model for unsaturated soil through the specific volume. Considering the boundary condition and introducing an auxiliary coordinate, the problem is formulated to a system of first-order differential equations with three principal stress components and suction as basic unknowns, which is solved as an initial value problem. Parameter analyses are conducted to investigate the effects of suction and the overconsolidation ratio on the overall expansion responses, including the pressure-expansion response, the distribution of the stress components around the cavity, and the stress path of the soil during cavity expansion. The results reveal that the expansion pressures and the distribution of the stress components in unsaturated soils are generally higher than those in saturated soils due to the existence of suction.

고강도 철근 콘크리트 보의 휨 설계 및 연성능력 (Flexural Design and Ductile Capacity of Reinforced High Strength Concrete Beams)

  • 신성우;유석형;안종문;이광수
    • 콘크리트학회지
    • /
    • 제8권6호
    • /
    • pp.141-149
    • /
    • 1996
  • 동일한 인장철근배근상태($\rho$/$\rho_b$=constant)에서 휨을 받는 고강도 철근 콘크리트 보는 보통강도의 철근 콘크리트보에 비해 더욱 취성적인 거동을 하게 된다. 본 실험결과 연성적인 파괴를 유도하기 위하여 콘크리트의 강도가 830kg/$cm^2$이상일 경우 철근비를 $0.6\rho_b$이하로 배근하여야 할 것으로 나타났다. 또한 콘크리트 강도가 830kg/$cm^2$ 이상일 경우 사각형응력 블록을 사용한 ACI 휨강도식의 안전율이 감소하였으며, 삼각형에 가까운 압축응력 분포를 나타내었다. 이는 콘크리트 강도가 증가할수록 응력-변형률 곡선이 거의 선형적으로 증가하는 재료적 성질에 기인하는 것으로 사료된다.

$2_{1/4}$ Cr-1 Mo강의 평활재상의 미소한 표면피로균열의 성장특성 (Propagation Characteristics of Fatigue Microcracks on Smooth Specimen of $2_{1/4}$ Cr-1 Mo Steel)

  • 서창민;우병철;장희락
    • 한국해양공학회지
    • /
    • 제4권2호
    • /
    • pp.100-111
    • /
    • 1990
  • In this paper, fatigue tests were carried out at stress test levels of 461 MPa, 441 MPa, and 431 MPa by using smooth specimen of$2_{1/4}$ Cr-1 Mo steel with the stress ratio(R) of 0.05. The initiation, growth and coalescense process of the major cracks and sub-cracks among the fatigue cracks on the smooth specimen are investigated and measured under each stress level at a constant cycle ratio by the replica technique with optical microscope. Some of the important results are as follows: In spite of the difference of stress levels, the major crack data gather into a small band in the curve of surface crack length and crack depth against cycle ratio N/Nf. The sub-crack data, however, deviate from the band of the major crack. The growth rates, da/dN, of major and sub-crack plotted against the stress intensity factor range, ${\Delta}K$, have the tendency to be compressed on a relatively small band. But it is more effective to predict fatigue life through major cracks. The propagation behavior of surface microcracks on the smooth specimens coincides with that of the specimen having an artificial small surface defect or through crack.

  • PDF

NPO 온도특성의 Ni-MLCC 응용을 위한 CaZrO3의 유전특성 및 미세구조 (Dielectric Properties and Microstructure of Modified $CaZrO_3$ for Application of Ni-MLCC with NPO Temperature Characteristics)

  • 전명표;명성재;한익현
    • 한국전기전자재료학회:학술대회논문집
    • /
    • 한국전기전자재료학회 2005년도 추계학술대회 논문집 Vol.18
    • /
    • pp.30-32
    • /
    • 2005
  • The effects of mole ratio and Ti-ion on the dielectric properties and microstructure of modified $CaZrO_3$ composition such as $(Ca_{0.7}Sr_{0.3})_m(Ti_yZr_{1-y})O_3$ were investigated. Ti ions substituted on Zr-sites in these modified $CaZrO_3$ composition strongly affect the sintering density and microstructure of the fired ceramic body. With increasing the amount of Ti substituted on Zr-sites, the sintered density rapidly increased and the dense microstructures were obtained for the compositions having mole ratio of 1.01, whereas the sintered density and microstructures are nearly constant with the content of Ti-ion for the compositions having mole ratio of 0.99. With increasing the content of Ti ion, the curve of TCC (temperature coefficient of capacitance) as a function of temperature rotated clockwise and satisfied the COG characteristics for both of compositions with mole ratio of 0.99 and 1.01. The content of Ti ion seems to be more effective than mole with respect to the controlling of firing and TCC.

  • PDF