• 한국보육지원학회지
• /
• 제16권6호
• /
• pp.185-202
• /
• 2020

Objective: The purpose of this study is to analyze the mediating effect of teacher's ego resilience in the relationship between the social support of colleague teachers and teacher-child interaction. Methods: A survey was conducted on 181 teachers working at early childhood education institutions located in Gyeonggi and Chungbuk regions. The structural equation model was verified with the Mplus 6.0 program. Results: First, the social support of colleague teachers directly affects teacher's ego-resilience and teacher-child interaction, and teachers ego-resilience has a significant effect on teacher-child interaction. Second, the teachers ego-resilience was found to be partially mediated in the relationship between the social support of fellow teachers and teacher-child interaction. With bootstrapping, the mediating effect of teachers ego-resilience was found to be statistically significant between the social support of colleague teachers and teacher-child interaction. Conclusion/Implications: Social support of fellow teachers plays an important role in the positive expression of teacher-child interaction, and the quality of relationships with children can be further enhanced by promoting teachers ego-resilience that mediates the two variables.

• 스마트미디어저널
• /
• 제12권1호
• /
• pp.77-91
• /
• 2023

사용자의 행위를 상호적인 탐색과정으로 활용하는 인터랙션 방식과 기술들이 다양하게 진화하고 있다. 특히 최근에는 각종 센서 기술의 발전으로 접촉에서 비접촉 방식으로 서비스 방식이 변화하고 있지만 인터랙션 방식에 대한 개발자들의 무분별한 정의로 인해 오히려 탐색과정이 복잡해지는 양상을 띄게 되었다. 이러한 방식은 오히려 사용자가 전시콘텐츠를 학습하기에 앞서 개발자가 정의한 인터랙션 가이드를 먼저 학습해야하는 번거로움을 야기하고 있다. 따라서 전시 체험자를 위한 원활한 문화콘텐츠 정보 소통을 위해서는 다양한 연령대의 사용자를 위한 손쉬운 인터랙션에 대한 사전 연구가 필요하며, 비접촉 전시콘텐츠 개발 시 사용자 상호작용의 사용편의성 제고를 위한 연구 역시 반드시 필요한 상황이다. 이에 따라 본 연구에서는 전시콘텐츠 분야에서 활용도가 높고 보편적 상호작용이 가능한 비접촉 인터랙션을 연구하고 행위(제스처) 디자인을 제안함으로써 개발자와 사용자의 혼란을 줄일 수 있는 방안을 모색하였다. 먼저 문화자원 서사구조를 기반으로 기존 연구들을 고찰하고 문화콘텐츠로써 인터랙션 지점을 도출하였으며 사용자가 인터랙션 방식을 자연스럽게 추측하고 학습할 수 있는 손짓 기반 비접촉 행위 중 가장 효율성이 높은 탐색과정을 선별하였다. 나아가 비선형 내러티브 기반 인터랙션의 의미와 공간적 행위 요소 분석결과를 바탕으로 학습적 효과와 효율성이 높은 어포던스 행위를 도출하였다. 본 연구과정을 통해 사용자가 전시형 문화콘텐츠 탐색활동 과정에서 자연스럽게 비접촉 인터랙션을 이해하고, 전시콘텐츠에 몰입하는 과정에서 비접촉 인터랙션을 활용하는데 도움이 되는 행위를 최종적인 모델로 제안하였다.

• 한국지진공학회:학술대회논문집
• /
• 한국지진공학회 2000년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
• /
• pp.357-366
• /
• 2000

Longitudinal dynamic behaviors of a bridge system under seismic excitations are examined with various magnitudes of peak ground accelerations. The stiffness degradation due to abutment-soil interaction is considered in the bridge model which may play the major role upon the global dynamic characteristics. The idealized mechanical model for the whole ridge system is proposed by adopting the multiple-degree-of-freedom system which can consider components such as pounding phenomena friction at the movable supports rotational and translational motions of foundations and the nonlinear pier motions. The abutment-soil interaction is simulated by utilizing the one degree-of-freedom system with nonlinear spring. The stiffness degradation of the abutment-soil system is found to increase the relative displacement under moderate seismic excitations.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 1999년도 봄 학술발표회 논문집
• /
• pp.259-266
• /
• 1999

In case that pile cap is in direct contact with underlying soil, the bearing mechanism for pile groups, including direct bearing effect of cap and its induced influence on pile-soil-cap interaction, should be properly considered. In this paper, the effects of pile caps on behaviors of pile groups in sandy soils were investigated by model tests, which consist of tests on 3 by 3 pile groups with/without contact on subsoil, single pile with/without contact and cap as a shallow foundation. Also, the influences of pile spacing in group piles on contact effects were investigated. The test results showed that the load carrying capacity of pile cap was large enough not to be ignored. However, the interaction effects due to contact between cap and subsoils were not revealed obviously in working load range. And in the design of pile groups, the bearing effect of pile cap when contacted with subsoils, can be reflected by simply summing up load settlement behaviors of each cap and group piles without contact.

• 한국해양공학회지
• /
• 제9권2호
• /
• pp.156-166
• /
• 1995

Regrading the development of offshore natural gas field near Sakhalin Island which is an ice-infested area, this study aims to estimate the dynamic ice load for construction of offshore structures operating in this region. In this paper the design ice load and dynamic responses of a slender Arctic structure upon continuous ice movement are sutdied. Crushing agter a certain elastic deformation is assumed as a primary failure mechanism at the contact zone between semi-infinite level ice edge and the face of structure. Dynamic interaction forces are calculated using a modified Korzhavin's equation and a two-dimensional ice-structure interaction model is adopted. To verify the numerical model, dynamic analysis is performed for on of the Baltic Sea channel markers whose response patterns were presiously observed.

• International Journal of Aeronautical and Space Sciences
• /
• 제17권1호
• /
• pp.1-7
• /
• 2016

The influence of boundary condition of the bodies with gas flows is one of the most important problems in high-altitude aerodynamics. In this paper presents the results of the calculation of aerodynamic characteristics of aerospace vehicle using Monte-Carlo method based on three different gas-surface interaction models - Maxwell model, Cercignani-Lampis-Lord (CLL) model and Lennard-Jones (LJ) potential. These models are very sensitive for force and moment coefficients of aerospace vehicle in the hypersonic free molecular flow. The models, method and results can be used for new generation aerospace vehicle design.

• 한국자동차공학회논문집
• /
• 제9권5호
• /
• pp.30-37
• /
• 2001

Most gasoline engines employ a port injection system to achieve the better fuel-air mixing. A part of injected fuels adheres to the wall or intake valve and forms a film of liquid fuel. The other is secondarily atomized by the spray-wall interaction. A better understanding of this interaction will help in designing injection systems and controlling the strategies to improve engine performance and exhaust emissions. In the present research, the spray-wall interaction was investigated by a laser sheet visualization method. The shape of sprays was pictured at various impinging velocities and angles. The fuel dispersion was estimated by fluorescence light, and the atomization was evaluated by the enlarged images of droplets. The experimental results were compared with model predictions which are based on OPT method. The model has been modified to have the better agreement with the experimental result, and was implemented in the KIVA-II code.

• 한국가시화정보학회:학술대회논문집
• /
• 한국가시화정보학회 2005년도 추계학술대회 논문집
• /
• pp.103-106
• /
• 2005

Lattice Boltzmann method is a new numerical method of investigating the fluid flow which have been solved by Navier-Stokes equation recently. It is known that making the single and parallel algorithms of the Lattice Boltzmann equation is easier than those of Navier-Stokes equations. Also, we can simulate the two phase flow using either the 'Interaction Potential model ' introduced by Shan and Chen. In this paper, we first compared the 3D cavity results of Lattice Boltzmann method with other numerical results for validation and showed the 3D phase transition and its simple application by using the ' Interaction Potential model'

• 한국신재생에너지학회:학술대회논문집
• /
• 한국신재생에너지학회 2006년도 추계학술대회
• /
• pp.261-264
• /
• 2006

This paper describes the effects to wind turbine blade aerodynamics due to interaction between blade and tower on upwind type HAWT. In order to analyze effects of blade-tower interact ion, the analyst s program WINFAS which is based on VLM(Vortex Lattice Method), Free wake and FVE model is used. In this study, the changes of wind turbine blade aerodynamics caused by blade-tower interact ion are Investigated with various parameters windshear, yaw error, TSR and tower diameter.

• Structural Engineering and Mechanics
• /
• 제26권5호
• /
• pp.545-556
• /
• 2007

In this paper, a hybrid boundary element technique is implemented to analyze nonlinear transient pile soil interaction in Gibson type nonhomeogenous soil. Inelastic modeling of soil media is presented by introducing a rational approximation to the continuum with nonlinear interface springs along the piles. Modified $\ddot{O}$zdemir's nonlinear model is implemented and systems of equations are coupled at interfaces for piles and pile groups. Linear beam column finite elements are used to model the piles and the resulting governing equations are solved using an implicit integration scheme. By enforcing displacement equilibrium conditions at each time step, a system of equations is generated which yields the solution. A numerical example is performed to investigate the effects of nonlinearity on the pile soil interaction.