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안대순,안진경,박해정 사단법인 인문사회과학기술융합학회 2019 예술인문사회융합멀티미디어논문지 Vol.9 No.8
본 연구의 목적은 그림책을 활용한 극놀이 프로그램을 개발하고, 그 프로그램이 유아의 다중지능에 미치는 효과를 밝히는데 있다. 연구대상은 전라북도 G시에 소재한 만4세 어린이집 기관의 유아로 실험집단 15명, 통제집단 15명 총 30명이다. 그림책을 활용한 극놀이 프로그램의 연구에 선정된 그림책은 총 8권이고, 동극, 인형극, 그림자인형극, 창의극 활동으로 구성하였다. 실험집단에 그림책을 활용한 극놀이 프로그램을 8주에 거쳐 16회기동안 실험처치 하였다. 자료분석은 SPSS Statistics v25 프로그램을 사용해 공변량 분석하였다. 극놀이 프로그램이 만4세 유아의 다중지능에 미치는 효과를 살펴 본 결과, 그림책을 활용한 극놀이 프로그램은 유아의 다중지능에 긍정적인 영향을 미쳤고, 하위요인 중 논리 수학 지능과 공간지능, 언어지능 등에 긍정적인 영향을 미치는 것으로 나타났다. 본 연구를 통해 유아교육현장에서 효과적으로 활용될 수 있는 그림책을 활용한 극놀이 프로그램의 접근 방법을 보여주었고, 본 프로그램이 유아의 다중지능 발달에 효과적임을 확인하였다. The purpose of this study is to develop a dramatic play program using picture books and to clarify the effects of the program on the multiple intelligence of young children. The subjects of this research were 30 4-year old children attending the Children’s House located in G city, Jeolla Bukdo, including 15 children in the experimental group and 15 children in the control group. The picture books selected for the study of the dramatic play program using picture books were composed of 8 books, including children’s drama, puppet play, shadow puppet play, and creative play. The dramatic play program using picture books was experimentally administered to the experimental group for 16 sessions over 8 weeks. For data analysis, a covariance analysis was conducted using SPSS Statistics v25 program. As a result of examining the effects of the dramatic play program on the multiple intelligence of 4-year old children, the dramatic play program using picture books turned out to have positive effects on the children's multiple intelligence. Among the sub-factors, it had positive effects on logical mathematical intelligence, spatial intelligence, and linguistic intelligence. Through this research, we showed the approach of dramatic play program using picture book which can be effectively employed in early childhood education sites, and confirmed that this program is effective for the development of multiple intelligence of young children.
전단층을 갖는 탄성지반 위에 놓인 벽단면 기둥의 좌굴하중
이병구,이태은,안대순 圓光大學校 環境建設硏究所 1999 環境建設論文集 Vol.8 No.-
This paper deals with the buckling loads of columns with variable cross-sections resting on elastic foundation with shear layer. The governing differential equation is derived for the buckling loads of such columns. In order to obtain the buckling loads of column, the governing differential equation is solved by the numerical procedures. The Runge-Kutta method is used for integrating the differential equation and the determinant search method combined with the Regula-Falsi method is used for calculating the eigenvalues namely buckling loads of columns. These numerical procedures developed herein are programmed in Lahey Fortran 90 code and all numerical solutions are carried out on the personal computer. In the numerical examples and discussion, the two kind of end constraints such as clamped-clamped and hinged-hinged are considered. The lowest two buckling loads are calculated. The effects of the section ratio, the Pasternak foundation length parameter and the foundation parameter on the buckling loads are analyzed.
두 변수 탄성지반으로 지지된 불연속 변단면 수평 곡선부재의 자유진동
이병구,이태은,안대순,김무영,Lee, Byoung Koo,Lee, Tae Eun,Ahn, Dae Soon,Kim, Mu Young 한국강구조학회 2001 韓國鋼構造學會 論文集 Vol.13 No.6
이 논문은 두 변수 탄성지반 위에 놓인 불연속 변단면 수평 곡선부재의 자유 진동에 관한 연구이다. 회전관성과 전단변형효과를 고려하여 두 변수 탄성지반 위에 놓인 변단면 수평 곡선부재의 자유진동을 지배하는 무차원 상미분방정식을 유도하였다. 변단면은 불연속 변단면으로 채택하였고, 회전-회전, 회전-고정 및 고정-고정의 단부조건을 갖는 원호형, 포물선형, 정현형, 타원형 곡선보의 고유진동수를 산출하였다. 수치해석의 결과로 무차원 고유진동수와 곡선부재의 변수들 사이의 관계를 표 및 그림에 나타내었으며 진동형의 예를 그림과 같이 나타내었다. The main purpose of this paper is to present an analytical method for free vibration of stepped horizontally curved members on two-parameter elastic foundation. The ordinary differential equations governing the free vibration of such beams are derived as non-dimensional forms including the effects of rotatory inertia and shear deformation. The governing equations are solved numerically for the circular, parabolic, sinusoidal and elliptic curved beams with hinged-hinged, hinged-clamped and clamped-clamped end constraints. As the numerical results, the lowest four natural frequency parameters are presented as the functions of various non-dimensional system parameters. Also the typical mode shapes are presented.
이병구,모정만,이태은,안대순 한국소음진동공학회 2003 한국소음진동공학회 논문집 Vol.13 No.1
The ordinary differential equations governing free vibrations of elastic horizontally curved beams are derived, in which the effects of rotatory inertia and shear deformation as well as the effects of both vertical and torsional inertias are included. Frequencies and mode shapes are computed numerically for parabolic curved beams with the hinged-hinged, hinged-clamped and clamped-clamped ends. Comparisons of natural frequencies between this study and ADINA are made to validate the theories and numerical methods developed herein. The lowest three natural frequency parameters are reported. with and without the effects of rotatory inertia and shear deformation. as functions of the three non-dimensional system parameters: the horizontal rise to span length ratio. the slenderness ratio and the stiffness parameter.