• Korean Journal of Childcare and Education
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• v.12 no.2
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• pp.73-88
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• 2016

The present study was designed to examine the structural relationship between mothers' perceptions of their relationships with their parents and husbands (as the predictors of parenting self-efficacy), mothers' parenting self-efficacy (PSE), and parenting behaviors among contemporary Korean mothers. A sample of 95 Korean mothers of pre-school,1st, 2nd, and 3rd grade elementary school children in Seoul, South Korea were recruited. Mothers were asked to respond to a survey that captured mothers' perceptions of their relationships with their parents and husbands, PSE, and their parenting behaviors. Structural equation modeling(SEM) was applied to analyze the hypothesized model. The results indicate that mothers who perceive their relationships with their own parents as positive were more likely to have higher PSE. In addition, mothers who reported higher PSE levels were less likely to be inconsistent in their parenting behaviors and more likely to be responsive in their parenting behaviors. The results of this study underscore the importance of PSE as a psychological resource that enables contemporary Korean mothers to parent in positive ways. Furthermore, these findings emphasize the importance of mothers' perceptions of their social relationships as a factor that contributes to higher PSE.

• Journal of The Korean Association of Information Education
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• v.20 no.5
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• pp.443-450
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• 2016

In this study, we analyzed what factors parents have on the SW education willingness for the child. In order to design a structured model, we set the configuration of five variables; child's SW interest, recognition of SW policy, importance of SW competency, child's SW profession and willingness of SW education. We surveyed the parents who their children have SW education experiences. According to the results, mediating factors on parental commitment to their child's SW education was recognized SW-related jobs. SW-related job was worked the recognition of SW policy and the importance of SW capabilities as independent variables. In addition, SW interest of child affected an important independent factor.

• ETRI Journal
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• v.30 no.5
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• pp.634-643
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• 2008

One of the ubiquitous technology fields that have received the most attention recently from technology communities worldwide is mobile radio frequency identification (RFID). Mobile handsets loaded with RFID readers enable the identification and retrieval of information on RFID tagged objects. In Korea, a variety of mobile RFID services are currently being piloted, and their commercial roll-out looks imminent. The goal of this study is to propose, ahead of the commercial launch of mobile RFID services, a customer satisfaction index (CSI) model for this service category and to then measure the CSI to derive practical implications for their providers and pointers related to the improvement of service. A web survey was conducted on Korean mobile phone subscribers who had participated in a mobile RFID pilot program. Using the results of this survey, we tested the CSI model and its hypotheses by employing a partial least-squares-based structural equation model analysis and calculated the index. We further conducted an importance-performance analysis in order to provide insights that may be useful for improving the quality of mobile RFID services.

• Journal of the Korean Society of Safety
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• v.33 no.2
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• pp.104-111
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• 2018

System supports are widely used in concrete construction due to the convenience and structural safety at the point of both installation and dismantling. However, there were frequent collapses in the construction sites due to the absence of both structural review and brace installations. Therefore, this paper examines the importance of braces in the system supports. In order to examine the importance of the brace, four types of braces were considered: 100% braces, 50% braces, 25% braces, and without braces. The maximum displacement of the 100% braced model was 0.97 mm, the 50% braced model was 1.13 mm, the 25% braced model was 1.16 mm and the non-braced model was 24.3 mm, respectively. Compared to the model with the without-braces, the model with 100% of the braces installed has a displacement of 4.0%, the model with 50% of the braces showed a displacement of 4.7%, and the model with 25% of the braces appeared to be a displacement of 4.8%. That is, the installation of the braces is effective in reducing the maximum displacement of the system supports and is effective in reducing the maximum displacement with only small number of braces installed.

• Earthquakes and Structures
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• v.9 no.4
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• pp.719-733
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• 2015

Seismic risk management of the built environment is integrated by two main stages, the assessment and the remedial measures to attain its reduction, representing both stages a complex task. The seismic risk of a certain structure located in a seismic zone is determined by the conjunct of the seismic hazard and its structural vulnerability. The hazard level mainly depends on the proximity of the site to a seismic source. On the other hand, the ground shaking depends on the seismic source, geology and topography of the site, but definitely on the inherent earthquake characteristics. Seismic hazard characterization of a site under study is suggested to be estimated by a combination of studies with the history of earthquakes. In this Paper, the most important methods of seismic vulnerability evaluation of buildings and their application are described. The selection of the most suitable method depends on different factors such as number of buildings, importance, available data and aim of the study. These approaches are classified in empirical, analytical, experimental and hybrid. For obtaining more reliable results, it is recommends applying a hybrid approach, which consists of a combination between methods depending on the case. Finally, a recommended approach depending on the building importance and aim of the study is described.

• Research in Community and Public Health Nursing
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• v.17 no.1
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• pp.102-111
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• 2006

Purpose: This study was designed to test and develop a structural model that explains health promotion behaviors of elementary school students in Korea. Method: Data were collected using questionnaires from 329 6th-grade elementary school students in a city. The data were analyzed using LISREL 8.0 program. Result: Health promoting behaviors were directly affected by some of predictive factors particularly self-efficacy, self-esteem, perceived health status, importance of health and internal locus of control. These predictive variables of health promotion behaviors explained 67% of the total variance in the model. Life satisfaction was directly affected by self-efficacy, health promotion behaviors, self-esteem, importance of health, internal locus of control and perceived health status. Powerful other locus of control was identified as an important variable that contributed indirectly to the improvement of life satisfaction through enhancing health promoting behaviors. These predictive variables of life satisfaction explained 46% of the total variance in the model. Conclusion: The derived model in this study is considered appropriate in predicting health promotion behaviors and life satisfaction in elementary school students in Korea. Also it can be used effectively as a reference model for further study, and it is suggest that this study be used to set the direction of health promoting education.

• Journal of the Korean Society for Railway
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• v.12 no.3
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• pp.342-347
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• 2009

Failure Mode Effects and Criticality Analysis (FMECA) is one of most widely used methods in modern engineering system to investigate potential failure modes and its severity upon the system. While performing FMECA, the experts evaluates criticality and severity of each failure mode and visualize the risk level matrix putting those indices to column and row variable respectably. Which results uncertainty in the result. In order to handle the uncertainty and conclude risk level matrix, this paper proposes a new FMECA procedure using minimal cut set (MCS) and fuzzy theory. Severity is calculated by proposed structural importance while criticality is determined by typical equipment failure rate data from IEEE Std 493. Finally, the risk level is compounded of these indices.

• Structural Engineering and Mechanics
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• v.50 no.5
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• pp.617-633
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• 2014

Because the elevated temperature degrades the mechanical properties of materials used in containments, the global behavior of containments subjected to the internal pressure under high temperature is remarkably different from that subjected to the internal pressure only. This paper concentrates on the nonlinear finite element analyses of the nuclear power plant containment structures, and the importance for the consideration of the elevated temperature effect has been emphasized because severe accident usually accompanies internal high pressure together with a high temperature increase. In addition to the consideration of nonlinear effects in the containment structure such as the tension stiffening and bond-slip effects, the change in material properties under elevated temperature is also taken into account. This paper, accordingly, focuses on the three-dimensional nonlinear analyses with thermal effects. Upon the comparison of experiment data with numerical results for the SNL 1/4 PCCV tested by internal pressure only, three-dimensional analyses for the same structure have been performed by considering internal pressure and temperature loadings designed for two kinds of severe accidents of Saturated Station Condition (SSC) and Station Black-out Scenario (SBO). Through the difference in the structural behavior of containment structures according to the addition of temperature loading, the importance of elevated temperature effect on the ultimate resisting capacity of PCCV has been emphasized.

• International Journal of Concrete Structures and Materials
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• v.6 no.2
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• pp.101-110
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• 2012

This paper focuses on the finite element (FE) response sensitivity and reliability analyses considering smooth constitutive material models. A reinforced concrete frame is modeled for FE sensitivity analysis followed by direct differentiation method under both static and dynamic load cases. Later, the reliability analysis is performed to predict the seismic behavior of the frame. Displacement sensitivity discontinuities are observed along the pseudo-time axis using non-smooth concrete and reinforcing steel model under quasi-static loading. However, the smooth materials show continuity in response sensitivity at elastic to plastic transition points. The normalized sensitivity results are also used to measure the relative importance of the material parameters on the structural responses. In FE reliability analysis, the influence of smoothness behavior of reinforcing steel is carefully noticed. More efficient and reasonable reliability estimation can be achieved by using smooth material model compare with bilinear material constitutive model.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2008.04a
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• pp.579-584
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• 2008

The importance and the interest of wind load have emphasized since the damage of the Jeju World cup Stadium and Main Stadium of Busan Asiad in 2002, and the appearance of high-rise buildings. In general, a evaluation for the wind load acting on structures have been carried out mainly through the wind tunnel test, but this technique has the huge shortcomings that consume too much cost and experimental time. However, with the rapid advances on computers, it is possible to analyze the wind pressure distribution acting on structures by numerical scheme. In this paper, to predict the wind pressure distribution acting on shell structures having the various shape by numerical simulation, governing equations of fluid flow and turbulent model is formulated. Also, evaluates the wind pressure coefficient in accordance with the structural shape for shell structures like as a membrane structures and dome structures.