• 제목/요약/키워드: Behavior Stabilization

검색결과 202건 처리시간 0.032초

농촌 중년여성의 건강행위 경험 (A Study on Health Behavior Experience of Middle-aged Women in Rural Area)

  • 양진향
    • 대한간호학회지
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    • 제32권5호
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    • pp.694-705
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    • 2002
  • The purpose of this study is to describe the health behavior experience of middle-aged Korean women in rural areas, and to help understand their health practice, perceive their nursing needs and provide guidelines to developing appropriate nursing interventions. Method: The participants were 18 healthy middle-aged women living in rural areas, with no serious illness that require hospitalization. The data was collected through interviews and participant observation, analyzed by the grounded theory methodology of Strauss & Corbin(1997). The data collection period was from April to November of 2001. Result: Depending on the paradigm model, the central phenomenon was family-oriented pursuing of yangsaeng. The causal condition was less confidence on one's own health, responsibilities in caring for family. The contexts were cultural system. The intervening condition was information system, support system, limitation of approaching a medical institution. The action/ interaction strategies were yangsaeng through dietary practice, yangsaeng through promoting clothing and housing, yangsaeng through exercise, practice of folk therapy, yangsaeng through mental hygiene, and use of medical institution. The consequences were stabilization of body and mind, and stabilization of family. Conclusion: It is recommended for nurses to understand health behavior experience of middle-aged women, and provide nursing intervention with theoretical scheme and practical principles so that these women can pursue the family-oriented process of yangsaeng.

수소 난류확산화염에서의 부상 메커니즘에 대한 연구 (Liftoff mechanisms in hydrogen turbulent non-premixed jet flames)

  • 오정석;김문기;최영일;윤영빈
    • 한국연소학회:학술대회논문집
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    • 한국연소학회 2007년도 제34회 KOSCO SYMPOSIUM 논문집
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    • pp.7-12
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    • 2007
  • To reveal the newly found liftoff height behavior of hydrogen jet, we have experimentally studied the stabilization mechanism of turbulent, lifted jet flames in a non-premixed condition. The objectives of the present research are to report the phenomenon of a liftoff height decreasing as increasing fuel velocity, to analyse the flame structure and behavior of the lifted jet, and to explain the mechanisms of flame stability in hydrogen turbulent non-premixed jet flames. The velocity of hydrogen was varied from 100 to 300m/s and a coaxial air velocity was fixed at 16m/s with a coflow air less than 0.1m/s. For the simultaneous measurement of velocity field and reaction zone. PIV and OH PLIF technique was used with two Nd:Yag lasers and CCD cameras. As results, it has been found that the stabilization of lifted hydrogen diffusion flames is related with a turbulent intensity, which means that combustion occurs where the local flow velocity is valanced with the turbulent flame propagation velocity.

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Reinforcing effect of vetiver (Vetiveria zizanioides) root in geotechnical structures - experiments and analyses

  • Islam, Mohammad S.;Shahin, Hossain M.
    • Geomechanics and Engineering
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    • 제5권4호
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    • pp.313-329
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    • 2013
  • Vetiver grass (Vetiveria zizanioides) is being effectively used in many countries to protect embankment and slopes for their characteristics of having long and strong roots. In this paper, in-situ shear tests of the ground with the vetiver roots have been conducted to investigate the stabilization properties corresponding to the embankment slopes. Numerical analyses have also been performed with the finite element method using elastoplastic subloading $t_{ij}$ model, which can simulate typical soil behavior. It is revealed from field tests that the shear strength of vetiver rooted soil matrix is higher than that of the unreinforced soil. The reinforced soil with vetiver root also shows ductile behavior. The numerical analyses capture well the results of the in-situ shear tests. Effectiveness of vetiver root in geotechnical structures-strip foundation and embankment slope has been evaluated by finite element analyses. It is found that the reinforcement with vetiver root enhances the bearing capacities of the grounds and stabilizes the embankment slopes.

STABILIZATION OF 2D g-NAVIER-STOKES EQUATIONS

  • Nguyen, Viet Tuan
    • 대한수학회논문집
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    • 제34권3호
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    • pp.819-839
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    • 2019
  • We study the stabilization of 2D g-Navier-Stokes equations in bounded domains with no-slip boundary conditions. First, we stabilize an unstable stationary solution by using finite-dimensional feedback controls, where the designed feedback control scheme is based on the finite number of determining parameters such as determining Fourier modes or volume elements. Second, we stabilize the long-time behavior of solutions to 2D g-Navier-Stokes equations under action of fast oscillating-in-time external forces by showing that in this case there exists a unique time-periodic solution and every solution tends to this periodic solution as time goes to infinity.

제한 시스템의 분석 및 평가 (Analysis and Evaluation for Constraint Enforcement System)

  • 홍민;박두순;최유주
    • 한국시뮬레이션학회논문지
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    • 제18권2호
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    • pp.57-64
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    • 2009
  • 물리적 기반의 다이내믹 시뮬레이션에 있어서 안정적이고 효율적인 제한 시스템은 매우 중요한 요소 중 하나이다. 본 논문은 기존에 널리 사용되고 있는 제한 시스템들(Lagrange Multiplier method, Baumgarte stabilization method, Post-stabilization Method, Implicit constraint enforcement method, Fast projection method)에 대한 분석과 평가를 통해 제한 시스템을 사용하고자 하는 사용자들에게 적절한 선택을 할 수 있는 지침을 제공하고자 한다. 본 논문은 기존의 제한 방법들에 대한 수학적 수식들이 설명되어 있고, 제한 오차 비교, 계산 비용, 동적 움직임 분석 등을 통해 기존 제한 시스템들 각각에 대한 평가를 제공한다.

평면변형률 상태 하에서 유한요소해석을 이용한 균열닫힘 거동 예측 및 평가 (Finite Element Analysis of Fatigue Crack Closure under Plane Strain State)

  • 이학주;송지호;강재윤
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2004년도 추계학술대회
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    • pp.202-207
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    • 2004
  • An elastic-plastic finite element analysis of fatigue crack closure is performed for plane strain conditions. The stabilization behavior of crack opening level and the effect of mesh size on the crack opening stress are investigated. In order to obtain a stabilized crack opening level for plane strain conditions, the crack must be advanced through approximately four times the initial monotonic plastic zone. The crack opening load tends to increase with the decrease of mesh size. The mesh size nearly equal to the theoretical plane strain cyclic plastic zone size may provide reasonable numerical results comparable with experimental crack opening data. The crack opening behavior is influenced by the crack growth increment and discontinuous opening behavior is observed. A procedure to predict the most appropriate mesh size for different stress ratio is suggested. Crack opening loads predicted by the FE analysis based on the procedure suggested resulted in good agreement with experimental ones within the error of 5 %. Effect of the distance behind the crack tip on the crack opening load determined by the ASTM compliance offset method based on the load-displacement relation and by the rotational offset method based on the load-differential displacement relation is investigated. Optimal gage location and method to determine the crack opening load is suggested.

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원심모형실험에 의한 시멘트 개량말뚝으로 보강된 연약점토지반의 거동에 관한 연구 (A Study on the Behavior of Soft Clay Foundation Reinforced with Soil Cement Piles by Centrifugal Model Tests)

  • 이처근;신방웅;허열;안상로
    • 한국지반공학회지:지반
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    • 제10권2호
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    • pp.109-120
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    • 1994
  • 해안지역에서 토류구조물을 축조하는 동안에 직면하게 되는 문제점중의 하나는 연약점토지반의 안정화 대책이다. 본 연구는 성토제체 축조시 연약점토지반의 안정화를 위하여 시멘트 개량 말뚝으로 보강된 연약지반의 거동효과를 구명하고자 원심모형실험을 수행한 것으로 서로 다른 조건에 대해서 단계 하중하에서 시간에 따른 보강지반과 비보강지반의 침하와 융기거동을 고찰하였다. 실헙결과 지반의 수직침하감수 제방에 인접한 지표면의 융기감소는 개량말뚝의 강도, 점토의 함수비 그리고 특히 개량면적비에 크게 영향을 받는 것으로나타났다.

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Stabilization Characteristics of Upgraded Coal using Palm Acid Oil

  • Rifella, Archi;Chun, Dong Hyuk;Kim, Sang Do;Lee, Sihyun;Rhee, Youngwoo
    • 청정기술
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    • 제22권4호
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    • pp.299-307
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    • 2016
  • These days, coal is one of the most important energy resources used for transportation, industry, and electricity. There are two types of coal: high-rank and low-rank. Low-rank coal has a low calorific value and contains large amounts of useless moisture. The quality of low-rank coal can be increased by simple drying technology and it needs to be stabilized by hydrocarbons (e.g. palm acid oil, PAO) to prevent spontaneous combustion and moisture re-adsorption. Spontaneous combustion becomes a major problem during coal mining, storage, and transportation. It can involve the loss of life, property, and economic value; reduce the quality of the coal; and increase greenhouse gas emissions. Besides spontaneous combustion, moisture re-adsorption also leads to a decrease in quality of the coal due to its lower heating value. In this work, PAO was used for additive to stabilize the upgraded coal. The objectives of the experiments were to determine the stabilization characteristic of coal by analyzing the behavior of upgraded coal by drying and PAO addition regarding crossing-point temperature of coal, the moisture behavior of briquette coal, and thermal decomposition behavior of coal.

Suitability of bagasse ash-lime mixture for the stabilization of black cotton soil

  • Ramesh, H.N.;Kulkarni, Madhavi Gopal Rao;Raghunandan, Mavinakere Eshwaraiah;Nethravathi, S.
    • Geomechanics and Engineering
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    • 제28권3호
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    • pp.255-263
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    • 2022
  • Lime stabilization has conventionally been listed amid the key techniques of chemical stabilization. Replacing lime with sustainable agro-based by-products have gained prominence in recent decades. Bagasse ash (BA) is one such potential alternatives, an industrial waste with abundance in production, and industries exploring sustainable solutions for its safe disposal. Supplementing BA with lime could be an ideal approach to reduce lime consumption. However, suitability of BA and lime for the stabilization of expansive clays, such as black cotton (BC) soil is yet to be explored. This paper therefore aims to investigate the suitability of BA-lime mixtures to stabilize BC soil with emphasis to compaction behaviors and unconfined compressive strength (UCS) using standard laboratory procedures. Suitability of BA-lime mixture is then assessed against addition of calcium sulphate which, from previous experience, is detrimental with lime stabilization. Experimental outcomes nominate 15% BA as the optimum value observed from both compaction and UCS data, while addition of 4% lime to 15% BA showed the best results. Mineralogical and microstructural analysis show the presence of cementitious compounds with addition of lime and calcium sulphate with curing periods. While, formation of Ettringite needles were noted with the addition of calcium sulphate in BA-lime mixtures (at optimum values) after 90-day curing, and UCS results showed a decrease at this point. To this end, addition of BA in lime stabilization showed encouraging results as assessed from the compaction and UCS results. Nonetheless usage of calcium salts, with utmost emphasis on calcium sulphate and equivalent should be avoided.