• 제목/요약/키워드: Initial load time

검색결과 333건 처리시간 0.032초

고해부하가 지층 형성시 탈수특성에 미치는 영향 (Effect of Refining Load on the Drainage Characteristics of Pulp)

  • 김용식;원종명
    • 펄프종이기술
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    • 제32권4호
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    • pp.10-17
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    • 2000
  • The change of fiber length, freeness, initial forming drainage velocity, specific filtration resistance, final drainage time and wet web dryness were measured to investigate the effect of the refining load on the drainage characteristics of pulp. The arithmetic average fiber length after refining with higher refining load was shorter than that obtained with lower refining load. Higher refining load decreased initial forming drainage velocity, final drainage time and wet web dryness. The refining load also affected the relationship between freeness and specific filtration resistance, initial forming drainage velocity, final drainage time. It was found that the specific filtration resistance is better than freeness to predict the drainage characteristics of pulp and the wet dryness.

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웹브라우저 초기 로딩시간 단축을 위한 HTML5 분석 및 연구 (HTML5 Analysis and Research for the Reduction of the Initial Load Time of a Web Browser)

  • 윤준수;박진태;황현서;표경수;문일영
    • 한국항행학회논문지
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    • 제19권5호
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    • pp.440-445
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    • 2015
  • 스마트폰을 비롯한 스마트 기기들의 출현으로 사용자들이 편리하게 이용할 수 있는 앱이 폭발적으로 증가하여 왔다. 그러나 다양한 스마트기기 운영체제들의 등장은 앱 개발에 저해 요인으로 작용하고 있으며 이에 따라 다양한 플랫폼을 동시에 지원할 수 있는 HTML5에 대한 관심이 높아지고 있다. 따라서 브라우저를 이용한 HTML5는 크로스 플랫폼에 가장 획기적인 방법으로 사용되고 있다. 하지만 아직까지는 완벽한 호환성을 보이고 있지 못하며 브라우저의 환경에 따라 웹페이지의 초기 로딩시간이 차이가 나고 있다. 따라서 본 논문에서의 HTML5의 자바 스크립트와 CSS의 분석을 통해 브라우저별 초기 로딩시간을 많이 소요하는 원인을 파악하고 나아가 초기 로딩속도를 향상 시킬 수 있는 방안을 마련해 보고자 한다.

소일정 계획 수립을 위한 부하조정과 알고리즘 개발에 관한 연구 (A Study on Development of Algorithm and Load Balancing for detail scheduling)

  • 김정자;김상천;공명달
    • 산업경영시스템학회지
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    • 제21권46호
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    • pp.241-251
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    • 1998
  • There are two methods of load balancing for detail scheduling : One method is to generate an initial schedule and obtain an improved final schedule by load balancing only during a specific period. The other method is to generate an initial schedule and obtain an improved schedule by load balancing from current date(TIMENOW) to unlimited time with the whole manufacturing processes. This paper proposes an algorithm for detail scheduling which can be a practical solution in job shop production or project job type by applying the former method.

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Prediction on load carrying capacities of multi-storey door-type modular steel scaffolds

  • Yu, W.K.;Chung, K.F.
    • Steel and Composite Structures
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    • 제4권6호
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    • pp.471-487
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    • 2004
  • Modular steel scaffolds are commonly used as supporting scaffolds in building construction, and traditionally, the load carrying capacities of these scaffolds are obtained from limited full-scale tests with little rational design. Structural failure of these scaffolds occurs from time to time due to inadequate design, poor installation and over-loads on sites. In general, multi-storey modular steel scaffolds are very slender structures which exhibit significant non-linear behaviour. Hence, secondary moments due to both $P-{\delta}$ and $P-{\Delta}$ effects should be properly accounted for in the non-linear analyses. Moreover, while the structural behaviour of these scaffolds is known to be very sensitive to the types and the magnitudes of restraints provided from attached members and supports, yet it is always difficult to quantify these restraints in either test or practical conditions. The problem is further complicated due to the presence of initial geometrical imperfections in the scaffolds, including both member out-of-straightness and storey out-of-plumbness, and hence, initial geometrical imperfections should be carefully incorporated. This paper presents an extensive numerical study on three different approaches in analyzing and designing multi-storey modular steel scaffolds, namely, a) Eigenmode Imperfection Approach, b) Notional Load Approach, and c) Critical Load Approach. It should be noted that the three approaches adopt different ways to allow for the non-linear behaviour of the scaffolds in the presence of initial geometrical imperfections. Moreover, their suitability and accuracy in predicting the structural behaviour of modular steel scaffolds are discussed and compared thoroughly. The study aims to develop a simplified and yet reliable design approach for safe prediction on the load carrying capacities of multi-storey modular steel scaffolds, so that engineers can ensure safe and effective use of these scaffolds in building construction.

뉴로-퍼지 모델 기반 전력 수요 예측 시스템: 시간, 일간, 주간 단위 예측 (Neuro-Fuzzy Model based Electrical Load Forecasting System: Hourly, Daily, and Weekly Forecasting)

  • 박영진;왕보현
    • 한국지능시스템학회논문지
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    • 제14권5호
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    • pp.533-538
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    • 2004
  • 본 논문은 뉴로-퍼지 모델의 구조 학습을 이용하여 단기 전력 수요 예측시스템을 개발하기 위한 체계적인 방법을 제안한다. 제안된 단기 수요 예측시스템은 1시간, 24시간, 168시간의 예측 리드 타임을 갖고 예측을 수행하기 위해서 요일 유형과 시간 별로 총 96개의 초기 구조를 미리 생성하고, 이를 초기 구조 뱅크에 저장한다. 예측이 수행되는 시점에 해당하는 초기구조를 선택하여 뉴로-퍼지 모델을 초기화하고, 학습하고, 예측을 수행한다. 제안된 예측시스템은 단지 2개의 입력 변수만을 이용하기 때문에 간단한 모델 구조를 가질 뿐 아니라 학습된 퍼지 규칙을 해석하는 것이 매우 용이하다는 장점을 갖는다. 제안된 방법의 실효성을 검증하기 위해 1996년과 1997년의 한극전력의 실제 전력 수요 데이터를 이용하여 1시간, 24시간, 168시간 앞의 전력 수요를 예측하는 모의 실험을 수행한다. 실험 결과 제안된 방법은 단지 2개의 입력 변수를 사용함에도 불구하고, 기존의 예측 방법과 비교하여 예측의 정확도와 신뢰도 측면에서 우수한 성능을 얻는다.

Balancing Loads on SONET Rings without Demand Splitting

  • Lee, Chae-Y.;Chang, Seon-G.
    • 대한산업공학회지
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    • 제22권2호
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    • pp.303-311
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    • 1996
  • The Self Healing Ring (SHR) is one of the most Intriguing schemes which provide survivability for telecommunication networks. To design a cost effective SONET ring it is necessary to consider load balancing problems by which the link capacity is determined. The load balancing problem in SONET ring when demand splitting is not allowed is considered in this paper. An efficient algorithm is presented which provides the best solution starting from various Initial solutions. The initial solution is obtained by routing ell demands such that no demands pass through an are In the ring. The proposed algorithm iteratively improves the Initial solution by examining each demand and selecting the maximum load are in its path. The demand whose maximum arc load is biggest is selected to be routed in opposite direction. Computational results show that the proposed algorithm is excellent both in the solution quality and in the computational time requirement. The average error bound of the algorithm is 0.11% of the optimum and compared to dual-ascent approach which has good computational results than other heuristics.

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부하수준 및 인가시간에 따른 과도허용전류 산정기법 (A Calculation Method of Short-Time Emergency Currents for a Initial Load Level and Overload Time)

  • 손홍관;이형권;박인표;한형주;이동일;장태인;최인혁;최진성
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2008년도 제39회 하계학술대회
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    • pp.446-447
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    • 2008
  • In this paper, a calculation method of the short-time emergency by considering a initial load level and overload time is presented. short-time emergency analyze transient thermal rating and Long-time emergency analyze steady-state thermal rating. Using the suggested method in the paper, increasing the short-term allowable current.

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구름접촉에 의한 SM55C의 마멸 거동 (Wear behavior of SM55C steel by rolling contact)

  • 박범수;채영훈;김석삼
    • 한국윤활학회:학술대회논문집
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    • 한국윤활학회 2002년도 제35회 춘계학술대회
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    • pp.240-247
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    • 2002
  • The rolling wear behavior of SM55C is investigated under lubrication. This is a comparative tribological behavior of heat treatment effect for SM55C. Rolling wear test method is used for Ball-on-disk type. Specimens can be classified into two main groups: as-annealing and non-annealing. As result of wear behavior, flanking initial time of non-annealing specimen keep at retard but it have not under high normal load. One of the notable features of annealing specimen is steady flanking initial time for a normal load in this experiment. Failure mechanism of SM55C is due to the fatigue wear such like flanking, pitting etc.. Flanking leads to abruptly fracture of worn surface. Fracture mechanism has a connection with normal load and polishing direction of specimens.

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Elasto-plastic stability of circular cylindrical shells subjected to axial load, varying as a power function of time

  • Sofiyev, A.H.;Schnack, E.;Demir, F.
    • Structural Engineering and Mechanics
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    • 제24권5호
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    • pp.621-639
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    • 2006
  • Stability of a cylindrical shell subject to a uniform axial compression, which is a power function of time, is examined within the framework of small strain elasto-plasticity. The material of the shell is incompressible and the effect of the elastic unloading is considered. Initially, employing the infinitesimal elastic-plastic deformation theory, the fundamental relations and Donnell type stability equations for a cylindrical shell have been obtained. Then, employing Galerkin's method, those equations have been reduced to a time dependent differential equation with variable coefficient. Finally, for two initial conditions applying a Ritz type variational method, the critical static and dynamic axial loads, the corresponding wave numbers and dynamic factor have been found. Using those results, the effects of the variations of loading parameters and the variations of power of time in the axial load expression as well as the variations of the radius to thickness ratio on the critical parameters of the shells for two initial conditions are also elucidated. Comparing results with those in the literature validates the present analysis.

무유도성 초전도전류제한기의 특성 해석 및 컴퓨터 시뮬레이션 (The Computer Simulation on the Characteristics of the Non-Inductive Superconducting Fault Current Limiter)

  • 주민석;이상진;오윤상;고태국
    • 대한전기학회논문지
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    • 제43권7호
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    • pp.1050-1060
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    • 1994
  • This paper is a study on the computer simulation of the characteristics of the superconducting fault current limiter. Input variable parameters are apparent power, load resistance value, line resistance value and so on. Initial fault current 2 times larger than the trigger current is required to reduce the switching time of SFCL. The propagation velocity increases abruptly, the transport current is several times larger than the ciritical current. In this paper, the switching time is calculated to be 323$\mu$ sec, and the initial fault current is 19 times larger than the critical current. Because the trigger coils are bifilar winding, they have little impedance in superconducting state. After fault occurred, the limiting coil acts as a superconducting reactor and the trigger coils quench at a critical current. Without the SFCL in the circuit, fault current after the load impedence is shorted might be increased to 1100A. The fault current is, therefore, successfully limited by the superconducting limiting coil to 100A determined by the coil inductance.

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