• The Journal of the Korea Contents Association
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• v.11 no.7
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• pp.210-218
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• 2011

This study was conducted to identify instructor's experience on simulation education. The subjects were nine instructors in simulation education of EMT students. Data were collected through documents and in-depth interview from participants. It was analyzed by phenomenological method, using Colaizzi's method. The results of this study were as a follows. From the protocol, significant statements were organized into formulated meanings. The formulated meanings were identified 28 themes, 9 theme clusters, and 4 categories. The 4 categories were as follows; discomfort of forming the learning environment; burden of instructor's role; difficulty from insufficient education condition; possibility of new education. This study suggested that improvement of simulation education can be accomplished by providing opportunities to learn the simulation technology, using the pre-programmed scenarios, having technical support from specialist or additional operator, and adjusting the current paramedic curriculum.

• Journal of the Korea institute for structural maintenance and inspection
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• v.10 no.5
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• pp.115-121
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• 2006

This paper deals with the influence of behavior of a variety of cable elements on the limit strength of steel cable-stayed bridges. The softening plastic-hinge model, which is represented in this study for the limit strength evaluation of the example bridge, considers both geometric and material nonlinearites. Geometric nonlinearity of beam-column members are accounted by using stability function, and material nonlinearity - by using CRC tangent modulus and parabolic function. Cable sag effect is considered for cable members. The result of this study shows that the limit strength of the example bridge using the equivalent of elasticity for truss straight elements is smaller than those using the cable or the catenary elements.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.18 no.3
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• pp.277-289
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• 2005

The study examines the limit strength for steel cable-stayed bridges. A case studies have been performed in order to evaluate the limit strength lot steel cable-stayed bridges using nonlinear inelastic analysis approach and bifurcation point instability analysis approach, effective tangent modulus $(E_f)$ method. To realize it, a practical nonlinear inelastic analysis condoling the initial shape is developed. In the initial shape analysis, updated structural configuration is introduced instead of initial member forces for beam-column members at every iterative step. Geometric and material nonlinearities of beam-column members are accounted by using stability function, and by using CRC tangent modulus and parabolic function, respectively Besides, geometric nonlinearity of cable members is accounted by using secant value of equivalent modulus of elasticity. The load-displacement relationships obtained by the proposed method are compared well with those given by other approaches. The limit strengths evaluated by the proposed nonlinear inelastic analysis for the proposed cable-stayed bridges with tee dimensional configuration compared with those by the inelastic bifurcation point instability analyses.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.25 no.9
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• pp.1190-1198
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• 2021

In this paper, we present the results of implementing an interactive lecturer introduction game that allows new students or freshmen to learn about their lecturer's information using a Digital Game-based Learning (DGBL) methodology. This game provides information such as the lecturer's name, photo, the courses that they teach in the form of a quiz game, with Unity and PHP used as the development environment. Communication between the game, Content Management System (CMS), and the database is by using the REST API, which enables the administrator to manage the content of the game such as score and number of questions for each level, user's password, and performance threshold, as well as the lecturer's information itself. Since the developed interactive game uses an integrated CMS, the content can be updated dynamically according to the situation, therefore, it can be easily applied to other departments, as well as other various educational games.

• Computational Structural Engineering
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• v.11 no.4
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• pp.351-360
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• 1998

본 논문에서는 실용적 체계신뢰성에 기초한 강사장교의 안전도평가를 위한 체계적인 모형을 제안하였다. 공용중인 강사장교의 시스템 안전도평가를 위하여 요소신뢰성해석을 위한 케이블, 주형 그리고 주탑의 한계 상태모형과 각 요소들간의 조합파괴를 포함하는 주파괴경로를 정의할 수 있는 체계신뢰성해석 모형을 제안하였다. 요소신뢰성해석을 위한 수치해석기법으로는 AFOSM(Advanced First Order Second Moment) 방법을 사용하였고, 체계신뢰성해석을 위해서는 부분 ETA(partial Event Tree Analysis) 모형을 사용하였다. 제안된 방법의 타당성을 고찰하기 위하여 진도대교의 안전도 평가에 적용하였다. 부분 ETA 모혀을 사용한 체계신뢰성 평가 방법은 기존의 요소신뢰성 방법에 비해 구조물의 여용성을 충분히 반영하는 상당히 합리적이며 실제적인 결과를 보여주는 실용적인 방법으로 판단된다.

• Proceedings of the Korean Society for Information Management Conference
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• 2013.08a
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• pp.139-142
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• 2013

본 연구의 목적은 우리나라 공공도서관에서 활동하는 강사간의 연결망을 분석하여 이들의 네트워크와 도서관 운영 참여에 관한 상관관계를 분석하는 것이다. 연구 데이터는 우리나라 A시의 7개 공공 도서관에서 활동한 강사를 대상으로 설문조사하여 수집하였다. 데이터 분석은 우리나라에서 개발한 연결망 분석도구인 NetMiner4를 사용하였다. 분석결과 네트워크의 Betweenness Centrality, Eigenvector Centrality, 그리고 In status Centrality가 다른 중심분석 유형보다 상관관계가 높은 것으로 나타났다. 그러나 운영참여에 관한 모든 문항의 평균값으로 한 분석 결과는 In Degree Centrality의 관계가 가장 높은 것으로 나타났다.

• 한국벤처창업학회:학술대회논문집
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• 2022.04a
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• pp.221-225
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• 2022

본 연구의 목적은 중소기업 CEO의 사내 기업가정신이 사업성과에 미치는 영향을 실증 분석하는 데 있다. 중소기업은 창업부터 성장하기까지 많은 위험요소에 노출되어 있으며 이러한 위험요소를 체계적으로 관리하고 극복하는 노하우를 쌓아 잘 활용하였을 때 경쟁시장에서 생존할 수 있다. 즉, CEO의 미래지향적이며, 창조적인 아이디어를 갖고 적극적으로 실행해보고자 하는 성향과, 위험 감수적인 기업가적 정신이 사업성과에 영향을 미칠 것이라는 가정하에 연구모형을 설정하였다. 이를 위해, 사내 기업가정신의 주요 구성요소를 '혁신성', '진취성', '위험감수성'을 독립변수로 하였고 사업성과를 종속변수로 설정하였으며, 선행연구를 기반으로 커뮤니케이션 스타일을 매개변수 채택하여 변수 간의 관계를 실증적 분석을 통하여 검증하고자 한다. 중소기업 CEO를 대상으로 하는 사내 기업가정신의 선행 연구 논문을 바탕으로, CEO가 강사인 대상으로 차별화하여 분석하고자 하였다. 또한 사내 기업가정신과 커뮤니케이션 스타일이 사업성과에 영향을 미치는지를 확인하여 사내 기업가정신의 중요성을 밝히고자 한다. CEO의 역량과 능력이 기업의 사업성과 향상에 미치는 영향요인을 분석하고, 강사가 CEO인 중소기업을 대상으로 강사의 커뮤니케이션 스타일이 조직 구성원과 사업성과 향상을 이끌어 내기 위한 참고자료로서 도움이 되고자 한다.

• 베이커리
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• no.6 s.431
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• pp.106-107
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• 2004

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.6A
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• pp.327-336
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• 2012

This study presents the effects of various geometric properties on the ultimate behavior of steel cable-stayed bridges. In general, cable-stayed bridges are well known as a very efficient structural system, because of those geometric characteristics, but at the same time, the structure also shows complex structural behavior including various nonlinearities which significantly affect to the ultimate behavior of the structure. In this study, the effects of various geometric properties of main members on the ultimate behavior under specific live load cases, which had been studied in previous studies, were investigated using a rational analytical method. In this parametric study, sectional dimensions of main members were considered as main geometric parameters. For the rational ultimate analysis under specific live load cases, the 2-step analysis method, which contains initial shape analysis and live load analysis, was used. As the analysis model, 920.0 m long steel cable-stayed bridges were used and two different types of cable arrangement were considered to study the effect of the cable arrangement types. Through this study, the effects of various geometric properties on the characteristics of the ultimate behavior of steel cable-stayed bridges were intensively investigated.

• Journal of Korea Entertainment Industry Association
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• v.15 no.6
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• pp.71-80
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• 2021

This study is aimed at analyzing the characteristics of each service quality and the requirements of the customers followed by the classification of service quality factors of youth sports clubs by using Kano model. For this purpose, a survey was conducted by targeting on 257 subjects in 10 youth sports clubs in Seoul and Gyeonggi areas and for data processing, Microsoft Office Excel 2016 and SPSS 22.0 were used to carry out Frequency Analysis, Factor Analysis, Reliability Analysis, Kano model Quality Classification, Timko's Customer Satisfaction Coefficient, and the computation and analysis of Public-service Customer Satisfaction Index. The following shows the research findings. First, as a result of using Kano model to classify each item of the service quality factors of the youth sports club through Dualistic Quality Theory Attribution, one-dimensional quality elements resulted in all 22 items of service quality factors of youth sports club. Second, the customer satisfaction coefficient computation result showed that satisfaction coefficient appeared by the order of 'kind response of the instructor,'(0.81), 'attitude of the instructor'(0.80), 'systematic lecture program'(0.76), and 'variety of program)'(0.76) and dissatisfaction coefficient appeared by the order of 'clean and pleasant facility'(-0.79), 'attitude of the instructor'(-0.76), 'kind response of the instructor'(-0.76), 'convenience of parking facility'(-0.73), and 'promptness of business process'(-0.73). Third, the public-service customer satisfaction index placing appeared by the order of the 'attitude of the instructor', 'kind response of the instructor', 'clean and pleasant facility' and 'systematic lecture program'.