• Title/Summary/Keyword: interface parameters

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EFFICIENT PARAMETERS OF DECOUPLED DUAL SINGULAR FUNCTION METHOD

  • Kim, Seok-Chan;Pyo, Jae-Hong
    • Journal of the Korean Society for Industrial and Applied Mathematics
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    • 제13권4호
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    • pp.281-292
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    • 2009
  • The solution of the interface problem or Poisson problem with concave corner has singular perturbation at the interface corners or singular corners. The decoupled dual singular function method (DDSFM) which exploits the singular representations of the solutions was suggested in [3, 9] and estimated optimal accuracy in [10]. The convergence rates consist with theoretical results even for the problems with very strong singularity, with the efficiency depending on parameters used in the methods. Furthermore the errors in $L^2$ and $L^\infty$-spaces display some oscillation, in the cases with meshsize not small enough. In this paper, we present an answer to remove the oscillation via numerical experiments. We observe the effects of parameters in DDSFM, and show the consisting efficiency of the method over the strong singularity.

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무선네트워크에서의 종단간 QoS를 고려한 적응적 협상 인터페이스 (Adaptive Negotiation Interface for End-to-End QoS in Mobile Network)

  • 장익규;박홍성
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2004년도 심포지엄 논문집 정보 및 제어부문
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    • pp.68-70
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    • 2004
  • In this paper we develop an adaptive interface between video compression and transission protocols to handle QoS fluctuations that are common to mobile communication systems. We consider various generic design alternatives for QoS adaptation and identify 'QoS negotiation' as the most promissing. This method gives the best possibilities to obtain system-wide efficiency. To handle the indued system complexity we apply a design philosophy (called ARC) that separates implementation dependencies by introducing QoS interfaces between system modules. In the ARC phlosophy the implementation details are hidden in the subsystems. To assure efficient adaptation, the QoS must be negotiated between modules. We select the QoS parameters that are both necessary and sufficient for efficient negotiation between the video encoder and protocol modules. We describe the relation between the QoS parameters at the interface and the internal parameters of common video coding methods and protocol elements. Furthermore, we describe a negotiation procedure that allows a system-wide optimum to emerge.

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주행차량의 수평하중을 고려한 층 경계면의 인장변형률 영향계수 개발 (Estimation of Tensile Strain Effect Factor of Layer Interface Considering Lateral Loads of Moving Vehicle)

  • 서주원;최준성;김수일
    • 대한토목학회논문집
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    • 제26권6D호
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    • pp.951-960
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    • 2006
  • 본 연구에서는 실제 주행차량의 수평하중이 다양한 층 경계면 마찰계수 상태의 포장구조체에 미치는 영향을 고찰하기 위해 수평하중을 고려한 포장구조해석 모델링을 구축하였다. 기존 해석프로그램의 경계층 평가분석을 고찰하기 위하여 기존 다층탄성해석프로그램인 KENLAYER와 구축된 모델링을 이용한 상용 유한요소해석프로그램 ABAQUS 로부터 연직하중과 수평하중이 작용하는 경우 및 하중조합의 경우 포장체 거동을 비교분석하였다. 또한 각각의 하중상태하에서 경계층 상태에 따른 포장구조체의 공용성을 평가한 후, 연직하중과 수평하중이 동시에 가해지는 포장구조체의 경계면 상태에 따른 영향계수의 데이터베이스를 구축하였다. 기존의 주행차량의 연직하중만을 고려한 경우와 실제 주행차량의 수평하중과 연직 하중을 고려한 경우 포장구조체에 미치는 영향을 분석한 결과, 수평하중의 작용으로 인해 공용수명이 약 1/300로 감소하므로, 포장구조해석시 주행차량의 수평하중을 고려한 층 경계면 영향계수 개발이 필요함을 알 수 있었다. 또한 국내 고속도로의 대표단면을 이용하여 수치해석을 실시한 결과, 아스팔트층의 두께가 얇을수록, 또한 아스팔트층의 탄성계수가 작을수록 경계면 상태에 큰 영향을 받음을 알 수 있었다. 포장구조해석시 주행차량의 수평하중을 고려하기 위하여 포장구조체 공용수명에 영향을 미치는 아스팔트층의 두께, 탄성계수, 그리고 경계면 조건으로부터 아스팔트층 하부의 인장변형률을 결정하는 인장변형률 예측식을 제안하였고, 공용중인 포장구조체의 두께와 탄성계수를 이용하여 인장변형률 예측식을 해석적으로 검증하였다. 또한 제안된 예측식을 이용하여 아스팔트층과 보조기층 사이의 접합여부에 따른 인장변형률 영향계수를 개발하였다.

Effect mechanism of unfrozen water on the frozen soil-structure interface during the freezing-thawing process

  • Tang, Liyun;Du, Yang;Liu, Lang;Jin, Long;Yang, Liujun;Li, Guoyu
    • Geomechanics and Engineering
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    • 제22권3호
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    • pp.245-254
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    • 2020
  • The interaction between the frozen soil and building structures deteriorates with the increasing temperature. A nuclear magnetic resonance (NMR) stratification test was conducted with respect to the unfrozen water content on the interface and a shear test was conducted on the frozen soil-structure interface to explore the shear characteristics of the frozen soil-structure interface and its failure mechanism during the thawing process. The test results showed that the unfrozen water at the interface during the thawing process can be clearly distributed in three stages, i.e., freezing, phase transition, and thawing, and that the shear strength of the interface decreases as the unfrozen water content increases. The internal friction angle and cohesive force display a change law of "as one falls, the other rises," and the minimum internal friction angle and maximum cohesive force can be observed at -1℃. In addition, the change characteristics of the interface strength parameters during the freezing process were compared, and the differences between the interface shear characteristics and failure mechanisms during the frozen soil-structure interface freezing-thawing process were discussed. The shear strength parameters of the interface was subjected to different changes during the freezing-thawing process because of the different interaction mechanisms of the molecular structures of ice and water in case of the ice-water phase transition of the test sample during the freezing-thawing process.

굴삭기 프론트 레이아웃의 연성 설계 프로세스 개선을 위한 초기 설계 지원 시스템 개발 (Development of a Design Support System to Improve a Coupled Design Process of an Excavator Front Layout Design)

  • 배일주;이수홍;이경수
    • 한국CDE학회논문집
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    • 제14권2호
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    • pp.115-121
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    • 2009
  • A layout design of an excavator front is a coupled design. Parameters of the layout design are coupled each other. So it is difficult to make decisions to set the parameters of the layout of an excavator front. We analyze the parameters of the layout design of an excavator front. We regroup the parameters as interface groups. And we suggest a new design process which is based on the interface groups. And we redesign user-interfaces of the Knowledge based Excavator Design System(KEDS).

NMR Study on the Internal Dynamics of Ketosteroid Isomerase

  • Lee, Hee-Cheon
    • 한국생물물리학회:학술대회논문집
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    • 한국생물물리학회 2003년도 정기총회 및 학술발표회
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    • pp.26-26
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    • 2003
  • The backbone dynamics of ketosteroid isomerase, a homodimeric enzyme with 125 amino acid residues per subunit, has been studied in the presence/absence of a steroid ligand and 5% trifluoroethanol (TFE) by $^{15}$ M relaxation measurements. The relaxation data were analyzed using the model-free formalism to extract the model-free parameters (S$^2$, $\tau$$_{e}$, and R$_{ex}$ ). The results show that a large number of the residues, particularly those involved in the dimer interaction, exhibit reduced order parameters (S$^2$) in the steroid-bound enzyme, indicating the increased high-frequency (pico- to nanosecond) motions in the interface region upon ligand binding. The results also show that that the presence of 5 % TFE in free enzyme causes little change or slight increase in the order parameters for a number of residues in the dimer interface region. However, the majority of the residues in free enzyme exhibit reduced order parameters in the presence of 5 % TFE, indicating that the increase in entropy is partially responsible for the increased stability of KSI by 5% TFE.E.E.

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광대역 단상 Lock-in 증폭기 DLTS 시스템을 이용한 MOS Capacitor 계면상태 측정 (Measurements of Interface States In a MOS Capacitor by DLTS System Using Wideband Monophase Lock-in Amplifier)

  • 배동건;정상구
    • 대한전자공학회논문지
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    • 제23권6호
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    • pp.807-813
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    • 1986
  • Measurements of interface states in a MOS capacitor by DLTS system using wideband monophase lock-in amplifier are discussed. A new signal analysis method that takes into account the bias pulse width and the gate off width is presented to remove the errors in the measured parameters of interface states resulting from the traditional method which neglects the effect of those widths. Theoretical calculations are made for the parameters related to the rate window, signal to noise ratio, and the energy resolution. On the grounds of this discussion, interface states of the MOS capacitor on p-type substrate of (110) orentation are measured with the optimal gate-off width with respect to the S/N ratio and the energy resolution. The results are interface state density of the order of 10**10 (cm-\ulcornereV**-1) to 10**11 (cm-\ulcornereV**-1) in the energy range of Ev+0.15(dV) to Ev+0.5(eV), and constant capture cross section of the order of 10**-16 (cm\ulcorner.

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Multiple unequal cracks between an FGM orthotropic layer and an orthotropic substrate under mixed mode concentrated loads

  • M. Hassani;M.M. Monfared;A. Salarvand
    • Structural Engineering and Mechanics
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    • 제86권4호
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    • pp.535-546
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    • 2023
  • In the present paper, multiple interface cracks between a functionally graded orthotropic coating and an orthotropic half-plane substrate under concentrated loading are considered by means of the distribution dislocation technique (DDT). With the use of integration of Fourier transform the problem is reduced to a system of Cauchy-type singular integral equations which are solved numerically to compute the dislocation density on the surfaces of the cracks. The distribution dislocation is a powerful method to calculate accurate solutions to plane crack problems, especially this method is very good to find SIFs for multiple unequal cracks located at the interface. Hence this technique allows considering any number of interface cracks. The primary objective of this paper is to investigate the effects of the interaction of multiple interface cracks, load location, material orthotropy, nonhomogeneity parameters and geometry parameters on the modes I and II SIFs. Numerical results show that modes I/II SIFs decrease with increasing the nonhomogeneity parameter and the highest magnitude of SIF occurs where distances between the load location and crack tips are minimal.

하프 PC판과 후타설콘크리트 접합면의 면내전단강도에 관한 실험적 연구 (An Experimental Study on In-Plane Shear Strength of the Interface between Half PC Plate and Cast-in-Place Concrete Plate)

  • 신동원;고만영;이동우;김용부
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1998년도 가을 학술발표논문집(II)
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    • pp.513-518
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    • 1998
  • In Half Precast Concrete Method, such as composite slab and composite wall, Interface between half PC plate and cast-in-place concrete is occurred. And this interface endure lastly in-plane shear which is occurred by external force. Therefore, test was executed to study in-plane shear strength of interface between half PC plate and cast-in-place concrete. In this test, Experimental parameters are finishing condition of the interface, cohesion of concrete, existence and nonexistence of re-bar truss, and angle and direction of lattice of re-bar truss. Comparing and analyzing experimental results, conclusions are obtained as follows. (1) In-plane shear strength of wide interface in composite plate is more affected by the roughness of interface than re-bar truss. And cohesion of concrete contribute to increasing in-plane shear strength. Therefore it seems that the interface should be roughen and kept clean to improve in-plane shear strength. (2) It seems that shear friction equation in ACI code can be sagely available for design of in-plane shear of composite plate.

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융통전력 여유 향상을 위한 BTB 컨버터 제어 전략 수립 (On Control Strategies for BTB Converters for Enhancement of Interface Flow Margins)

  • 온성민;송화창;장병훈
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2011년도 제42회 하계학술대회
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    • pp.374-375
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    • 2011
  • This paper presents a method to determine parameters of BTB (back-to-back) converters in terms of the enhancement of interface flow margins. Interface flow margin is by definition a measure of how much active power can be transferred from the external areas to the study area with the fixed load demand, and it is mainly constrained by system voltage stability. BTB converters are controllable equipments with the active power flow through them, and its DC link in fact can divide the AC systems at the location and hence can reduce the fault current level. This paper first cals margin sensitivities at the nose point of F-V curves and formulates an optimization problem to update the BTB parameters to improve the margins. This procedure is repeated performed until the required margin enhancement is achieved.

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