• Title/Summary/Keyword: stability measure

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STABILITY OF TWO-PHASE FLOW MODELS

  • Jin, Hyeon-Seong
    • Communications of the Korean Mathematical Society
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    • v.22 no.4
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    • pp.587-596
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    • 2007
  • In this paper, we study two-phase flow models. The chunk mix model of the two-phase flow equations is analyzed by a characteristic analysis. The model discussed herein has real characteristic values for all physically acceptable states and except for a set of measure zero has a complete set of characteristic vectors in state space.

Glucose Binging Affinity of DPPC-ODA-asparagine and Stability of Liposomes Adding Cholesterol (DPPC-ODA-asparagine 리포솜의 포도당 친화도 및 콜레스테롤 첨가에 따른 안정성 측정)

  • 문제영;이기영;김진철;박기남
    • KSBB Journal
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    • v.16 no.2
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    • pp.170-173
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    • 2001
  • Liposome-amino acid conjugates were prepared using dipalmitolyphosphatidylcholine(DPPC) and hydrophobically modified asparagine. A microdialyzer was used to measure glucose diffusion. The glucose binding affinity of DPPC-ODA-asparagine liposomes higher than that of DPPC liposomes and distilled water. The size of DPPC-ODA-asparagine was approximately 75-150 nm. Cholesterol increased the stability of liposomes, and reduced the size of liposome particles.

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ON EXISTENCE THEOREMS FOR NONLINEAR INTEGRAL EQUATIONS IN BANACH ALGEBRAS VIA FIXED POINT TECHNIQUES

  • Dhage, B.C.
    • East Asian mathematical journal
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    • v.17 no.1
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    • pp.33-45
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    • 2001
  • In this paper an improved version of a fixed point theorem of the present author [3] in Banach algebras is obtained under the weaker conditions with a different method and using measure of non-compactness. The newly developed fixed point theorem is further-applied to certain nonlinear integral equations of mixed type for proving the existence theorems and stability of the solution in Banach algebras.

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Case of slope stability in weathered metamorphic rock (풍화된 변성암 사면의 안정대책 사례)

  • Kim, Jae-Hong;Park, Chal-Sook;Jeon, Je-Sung;Hong, Won-Pho
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.03a
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    • pp.1400-1405
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    • 2008
  • Execute surface of the earth geological survey for stability analysis of stealing cutting sides and investigated wide area nature of soil structure. Inflected DIPS that measure discontinuity's direction that develop to slope and is slope stability a wide use program for Stereographic Projection Method analysis that utilize geometrical correlation of stealing four sides and discontinuity surface. It is principle that angle of internal friction that is basis element of stability estimation applies direct shear test result on joint side, Examination is impossible by case execution, suppose by 30 angles that apply more conservatively in base rock slope sides usually and achieved analysis. When analyze, consider discontinuity's various adult that develop in research slope, after conduct first each discontinuity different assay falling into fault, joint, executed stability estimation which synthesize whole discontinuity data. When ailment element is recognized as analysis result, wished to present stability countermeasure way of most suitable to take into account of execution, stability, economic performance.

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The Effect of Osteotome Technique on Primary Implant Stability according to Bone Quality (임플란트 일차 안정성에 있어서 골질에 따른 osteotome 술식의 효과)

  • Baek, Seung-Jae;Lee, Jae-Kwan;Park, Chan-Jin
    • Journal of Periodontal and Implant Science
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    • v.35 no.3
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    • pp.777-788
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    • 2005
  • The primary stability of implants is an important factor to predict the osseointegration. Recently, the resonance frequency analysis has been used to measure the primary stability. It is an objective method to monitor the stability of implants during healing phase. This study is to validate the differences in the effect of the osteotome method according to the bone quality as well the thickness of cortical bone. Two hundred seventy implants of 3.75mm in diameter(Neoplant, Neobiotech, Korea) were placed in 135 bovine ribs. The bone quality is classified into 3 classes according to the number of bone marrow spaces which implants would be placed, and then classified into 9 subclasses after the ribs were trimmed. Two implants were placed in 15 specimens of each class. The conclusion were as follows: 1. In case of less dense cancellous bone, the oseotome method is more effective in primary stability rather than the drilling method(p <0.05). 2. If there was cortical bone, it is more advantagous to get stronger primary stability. 3. If cancellous bone is more dense or if cortical bone exists, there is no statistical significance between drilling and osteotome method(p <0.05).

The Study of Functional Movement in Healthy adults (기능적 움직임 검사의 방법과 적용에 관한 연구)

  • Lee, Jin;Yu, Tae-Ho;Seo, Woo Hyuk
    • Journal of Korean Physical Therapy Science
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    • v.24 no.1
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    • pp.49-58
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    • 2017
  • Purpose: To determine the effect of Functional movement screen(FMS) of Healthy subjects. Method: 18 subjects were randomly assigned toFunctional movement screen test. To measure functional movement screen(deep squat, hurdle step, in line lunge, shoulder mobility reaching, active straight leg raise, trunk stability push up, rotary stability). Result: FMS scores were deep squat 2.61score, right hurdle step 2.67 score, lift hurdle step 2.83 score, in line lunge 2.83 score, right shoulder mobility 2.67 score, left shoulder mobility 2.61 score, right active straight-leg raise 3.00 score, left active straight-leg raise 3.00 score, trunk stability push up 2.33 score, rotary stability 1.94 score. Conclusion: FMS can improve functional movement in healthy adults.

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An Experimental Study on Optimal Size of Core Material in Rubble Mould Breakwater (사석 방파제에서 내부사석의 적정규격에 관한 실험적 연구)

  • 민석진;배종철;김성득
    • Journal of Ocean Engineering and Technology
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    • v.18 no.1
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    • pp.16-21
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    • 2004
  • In general, core materials of rubble mound breakwater are used at a restricted range of 0.015㎥~0.03㎥. However, it is not satisfied with the standard design in over fifty percent of the cases. In this study, model tests and numerical analysis are employed to examine the range of core material that has no problem with capacity maintenance and stability of rubble mound breakwater. Model tests measure the porosities that are mixed in various ratios, to classify core materials by three parameters. The slope stability of rubble mound breakwater is investigated, using numerical analysis, with a friction angle and a unit weight. The change of unit weight, which is followed by the mixed rate of size core material, has no large affect on slope stability, and there is no problem with ensuring slope stability of the rubble mound breakwater.

A Dispatch Algorithm with Transient Stability Constraints by using Energy Margin (에너지 마진을 이용한 과도안정도 제약 급전 알고리즘)

  • Jung Yun-Jae;Chang Dong-Hwan;Chun Yeonghan
    • The Transactions of the Korean Institute of Electrical Engineers A
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    • v.55 no.1
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    • pp.1-6
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    • 2006
  • The emergence of competitive power market makes dispatch algorithm with transient stability constraints increasingly important for the transparent power system operation. Heuristic and off-line evaluation for the operation point can produce a discrimination among market players in the deregulated power system. In this paper, a dispatch algorithm with transient stability constraints is proposed. Energy margin under the TEF(Transient Energy Function) structure is adopted as a measure for the stability index. Implementation issues and simulation results are discussed in the context of a 10-bus system

Ground Stability Assessement for the Mining Induced Subsidence Area (지하공동에 의한 지표침하지역의 지반안정성 평가)

  • 권광수;박연준;신희순;신중호
    • Tunnel and Underground Space
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    • v.4 no.2
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    • pp.170-185
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    • 1994
  • Surface subsidence is one of the problems caused by mined out caverns. Depending on the geologic conditions and mining methods, subsidence can occur in various forms. This report describes the ground stability assessment for the mining induced subsidence area where unfilled caverns still exist abandoned. Geologic features which could affect the stability of the ground were investigated and all the possible geophysical methods were employed to obtain data that could explain the state of the ground in question. Basic rock tests were conducted from the drill cores and rock mass classification was performed by core logging and borehole camera investigation. Numerical analyses were carried out to predict the ground stability using data obtained by various investigations. The result could have been more reliable if in-situ stress were measure and reflected in the numerical analysis.

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Design and Stability Analysis of Impedance Controller for Bilateral Teleoperation under a Time Delay

  • Cho, Hyun-Chul;Park, Jong-Hyeon
    • Journal of Mechanical Science and Technology
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    • v.18 no.7
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    • pp.1131-1139
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    • 2004
  • A new impedance controller is proposed for bilateral teleoperation under a time delay. The proposed controller does not need to measure or estimate the time delay in the communication channel using the force loop-back. In designing a stable impedance controller, absolute stability is used as a stability analysis tool, which results in a less conservative controller than the passivity concept. Moreover, in order to remove the conservatism associated with the assumption of infinite port impedances, the boundaries of human and environment impedance are set to finite values. Based on this, this paper proposes a parameter design procedure for stable impedance controllers. The validity of the proposed control scheme is demonstrated by experiments with a 1-dof master/slave system.