• 제목/요약/키워드: interaction term

검색결과 609건 처리시간 0.029초

미숙아 어머니와 만삭아 어머니의 모아상호작용과 모성정체감 인지에 대한 연구 (A Study Mother-Infant Interaction and Maternal Identity in Mother-Infant dyads of Premature and Full-term infants)

  • 권미경;한경자
    • 대한간호학회지
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    • 제21권1호
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    • pp.79-88
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    • 1991
  • The study was conducted to examine Mother - Infant interaction and Maternal identity in two groups, that is, premature infant and its mother and full-term infant and its mother. For this purpose, the data were collected from 24 sample groups(12 for premature dyads and the remaining 12 for full-term dyads) by using observation method and questionnaires during July, 20 through September 30, 1987. The results are summerized as follows; 1. In terms of Mother - Infant Interaction, full-term dyads considerably stood out campared to that of premature dyads (u=21, p<0.01). 2. In terms of Maternal Identity, though full-term dyads showed somewhat high results, there was not a significant difference between two groups. 3. There was not a significant correlation between Mother-Infant Interaction and Maternal Identity.

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시설원예 스마트팜의 인터랙션 구조 연구: 식물 생산 단계 중심으로 (A Study on the Interaction Structure of Smart Farm in Controlled Horticulture: Focusing on Plant Production Stage)

  • 이용진;반영환
    • 한국융합학회논문지
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    • 제12권6호
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    • pp.1-8
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    • 2021
  • 본 연구는 시설원예 스마트팜의 인터랙션 구조 연구를 목적으로 한다. 연구 방법으로는 스마트팜의 생산, 유통, 판매, 소비 단계 중 생산 단계에서 상호작용의 주체인 사람과 식물, 스마트팜 간의 관계를 파악하고, 식물의 생육 단계를 정의하여 인터랙션 요소를 분석하였다. 또한 현장방문 조사를 통해 상호작용 주체의 행동과 작동, 시간에 따라 일회성, 단기적, 장기적 상호작용으로 구분할 수 있었다. 그 결과, 1) 사람과 식물은 '일회성, 단기적', 2) 식물과 스마트팜은 '단기적', 3) 스마트팜과 사람은 '단기적, 장기적' 측면으로 상호작용 한다는 결론을 도출해 낼 수 있었다. 이에 본 연구는 시설원예 스마트팜 생산 단계에서 주체들 간의 관계와 상호작용 요소를 도출하고, 이를 구조화 하여 새로운 인터랙션 구조 모형을 제시하는데 의의가 있다.

교사의 전문성 인식, 유아의 성별 및 보육기간과 유아의 사회적 상호작용 행동 (Relationships between teacher's recognition of professionalism, child's gender, term care and child's social interaction behavior)

  • 윤주연;신혜원
    • 한국생활과학회지
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    • 제22권5호
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    • pp.407-417
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    • 2013
  • The purpose of this study was to investigate and analyze how teachers' recognition of professionalism and the child's gender and term care affect child's social interaction behavior. Participants were three-year-old 61 children and their 20 teachers. Each child was observed by the time sampling method of 20 sec-observation followed by 10 sec-recording for a total of 14 minutes. The teachers completed the rating scales to measure the teachers' recognition of professionalism. The study results show that, children engaged more frequently in individual behavior than in interactions with peers or with teachers in day care centers. And those children had more interaction behavior with their teachers than with their peers. Correlation between teachers' recognition of professionalism and children's social interaction behavior were as following: the more the teachers recognized professionalism, the more the children showed positive interaction behavior toward their teachers. Also, the more the teachers recognized the professionalism related to the job satisfaction, the more the children showed positive interaction behavior toward their peers. Boys interacted more negatively with peers and teachers than girls did. Children who attended the day care center more than two years showed less individual behaviors than others.

Short- and long-term analyses of composite beams with partial interaction stiffened by a longitudinal plate

  • Ranzi, Gianluca
    • Steel and Composite Structures
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    • 제6권3호
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    • pp.237-255
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    • 2006
  • This paper presents a novel analytical formulation for the analysis of composite beams with partial shear interaction stiffened by a bolted longitudinal plate accounting for time effects, such as creep and shrinkage. The model is derived by means of the principle of virtual work using a displacement-based formulation. The particularity of this approach is that the partial interaction behaviour is assumed to exist between the top slab and the joist as well as between the joist and the bolted longitudinal stiffening plate, therefore leading to a three-layered structural representation. For this purpose, a novel finite element is derived and presented. Its accuracy is validated based on short-and long-term analyses for the particular cases of full shear interaction and partial shear interaction of two layers for which solutions in closed form are available in the literature. A parametric study is carried out considering different stiffening arrangements to investigate the influence on the short-and long-term behaviour of the composite beam of the shear connection stiffness between the concrete slab and the steel joist, the stiffness of the plate-to-beam connection, the properties of the longitudinal plate and the concrete properties. The values of the deflection obtained from the finite element simulations are compared against those calculated using the effective flexural rigidity in accordance with EC5 guidelines for the behaviour of elastic multi-layered beams with flexible connection and it is shown how the latter well predicts the structural response. The proposed numerical examples highlight the ease of use of the proposed approach in determining the effectiveness of different retrofitting solutions at service conditions.

Numerical modeling of coupled structural and hydraulic interactions in tunnel linings

  • Shin, J.H.
    • Structural Engineering and Mechanics
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    • 제29권1호
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    • pp.1-16
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    • 2008
  • Tunnels are generally constructed below the ground water table, which produces a long-term interaction between the tunnel lining and the surrounding geo-materials. Thus, in conjunction with tunnel design, the presence of water may require a number of considerations such as: leakage and water load. It has been reported that deterioration of a drainage system of tunnels is one of the main factors governing the long-term hydraulic and structural lining-ground interaction. Therefore, the design procedure of an underwater tunnel should address any detrimental effects associated with this interaction. In this paper an attempt to identify the coupled structural and hydraulic interaction between the lining and the ground was made using a numerical method. A main concern was given to local hindrance of flow into tunnels. Six cases of local deterioration of a drainage system were considered to investigate the effects of deterioration on tunnels. It is revealed that hindrance of flow increased pore-water pressure on the deteriorated areas, and caused detrimental effects on the lining structures. The analysis results were compared with those from fully permeable and impermeable linings.

조직 내 상사의 변혁적 리더십과 부하직원의 조직몰입 간의 관계에서 감성적 지능의 조절효과 분석 (The Moderating Effects of Emotional Intelligence in the Relations between Transformational Leadership and Organizational Commitment)

  • 장충석;박종오
    • 디지털융복합연구
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    • 제10권11호
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    • pp.209-223
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    • 2012
  • 본 연구는 인적자원 개발 기관에서 상사의 변혁적 리더십과 부하 직원의 조직몰입 간의 영향관계에서 상사의 감성적 지능이 미치는 조절효과를 분석하여 효과적인 리더십의 발휘를 위한 이론적 근거를 제시하는 것을 연구의 목적으로 하고 있다. 이러한 연구의 목적을 달성하기 위하여 관련 이론과 선행연구를 검토하고 설정한 가설을 검증하기 위해 실정분석을 하였다. 가설 검증을 위한 통계분석 기법으로써 위계적 회귀분석을 실시한 결과, 상사의 변혁적리더십 특성을 구성하는 하위 요인으로서 카리스마, 지적자극 특성과 부하 직원의 조직몰입 간의 관계에서 상사의 감성적 지능은 통계적으로 유의한 조절효과를 발휘하는 것으로 나타났으며, 상사의 영감적 동기부여와 개별적 배려는 부하 직원의 조직몰입 간의 관계에서 감성적 지능의 조절효과는 유의하지 않은 것으로 나타났다. 따라서 인적자원개발 기관에서 상사는 부하 직원이 조직의 목표와 가치 및 경영 철학을 자기의 그것과 동일시하고 조직의 목표를 달성하기 위하여 최선의 노력을 다하고 조직에 몰입하도록 하기 위해서는 감성적 지능을 지속적으로 개발하고 최대한 활용하여 변혁적 리더십을 발휘함으로써 효과적인 리더십의 발휘가 가능하고 나아가서 조직의 성과를 극대화 할 수 있을 것으로 사료된다.

이차형식 변동성 Q-GARCH 모형의 비교연구 (Quadratic GARCH Models: Introduction and Applications)

  • 박진아;최문선;황선영
    • 응용통계연구
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    • 제24권1호
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    • pp.61-69
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    • 2011
  • 다양한 GARCH류 모형들의 변동성 함수를 살펴보면 흥미롭게도 거의 대부분 모형에서 수익률의 일차항( rst or der term)이나 수익률과 변동성의 교차항(interaction term)이 나타나지 않는다. 일차항과 교차항은 변동성의 비대칭성을 설명하는 역할을 할 수 있으며 $h_t$의 회귀분석식의 형태로 볼 때 변동성 함수의 일반적인 이차형식(quadratic form)을 구성한다고 할 수 있다. 본 논문에서는 변동성과 수익률들 사이의 교차항 및 일차항을 포함한 이차형식(quadratic form) 변동성 모형들을 소개하고, 국내 금융시계열 자료에 적용한 후 비교 분석하고자 한다.

지하수-터널 수리상호작용에 따른 터널의 장기거동 연구 (A study on the long-term behavior due to the hydraulic interaction between ground water and tunnel)

  • 신종호;신용석;안상로;박동인
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.239-248
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    • 2006
  • The interaction between ground water and structure is complicated behavior which cannot be easily investigated In the laboratory and monitored in the fields. In this study numerical simulation of the interactive behavior was performed using sophisticated coupled-finite element method. Hydraulic behavior of structure is modeled using solid elements with finite Permeability. Recovery of ground water table in the long-term is considered by controlling hydraulic boundary conditions. The results showed that the interaction effect is significant. Particularly non-symmetry in the lining permeability resulted in highly unbalanced pore water pressure which may cause detrimental effects on inner linings of tunnels acting as drains.

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Soil-pile interaction effects in wharf structures under lateral loads

  • Doran, Bilge;Seckin, Aytug
    • Structural Engineering and Mechanics
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    • 제51권2호
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    • pp.267-276
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    • 2014
  • Wharfs are essential to shipping and support very large gravity loads on both a short-term and long-term basis which cause quite large seismic internal forces. Therefore, these structures are vulnerable to seismic activities. As they are supported on vertical and/or batter piles, soil-pile interaction effects under earthquake events have a great importance in seismic resistance which is not yet fully understood. Seismic design codes have become more stringent and suggest the use of new design methods, such as Performance Based Design principles. According to Turkish Code for Coastal and Port Structures (TCCS 2008), the interaction between soil and pile should somehow be considered in the nonlinear analysis in an accurate manner. This study aims to explore the lateral load carrying capacity of recently designed wharf structures considering soil-pile interaction effects for different soil conditions. For this purpose, nonlinear structure analysis according to TCCS (2008) has been performed comparing simplified and detailed modeling results.

초산모의 감각자극 프로그램이 영아의 성장 및 수유시 모아 상호작용에 미치는 효과 (Effects of Sensory Stimulation Program Conducted by Primipara on the Physical Growth and Mother-Infant Feeding Interaction for Full Term Infant)

  • 김미예;장군자;김선희
    • 대한간호학회지
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    • 제34권5호
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    • pp.820-828
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    • 2004
  • Purpose: The purpose of this study was to identify the effectiveness of sensory stimulation program administered by primipara on the physical growth and mother-infant feeding interaction for the first 6 months of infancy. Method: Data were collected from December 1, 2001 to June 30, 2003. A total of 35 mothers and their infants were assigned to a control(n=17) and an experimental(n=18) group. Mothers in the experimental group received education related to sensory stimulation program and administered to their infants twice a day for 6 months. Both groups were measured the weight, length, head circumference and chest circumference of infants at 6 weeks, 10 weeks, 14 weeks, 18 weeks, and 22 weeks and the mother-infant feeding interaction at 6 weeks, 10 weeks through the home visiting. Result: Compared to the control group, the experimental group had significantly larger increases in head circumference for intervention period. In addition to, the experimental group showed significantly higher score in mother-infant interaction than control group. Conclusion: These data suggested that sensory stimulation program administered by primipara may improve the physical growth of full term infant and mother-infant feeding interaction.