• 제목/요약/키워드: connection program

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Implementation of steel connection and interface using Xsteel (Xsteel을 사용한 접합부 자동화 시스템의 구현 및 인터페이스 형성)

  • 조효남;조영상;박미연;이승근
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 한국전산구조공학회 2003년도 봄 학술발표회 논문집
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    • pp.305-312
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    • 2003
  • Recently, with a progressive development of hardware of computer, the internet and network technology, the environment of construction varies rapidly due to increase the complex form in structure shape and system. With variations, the CAD system for design and products also varies from 2D system to 3D system. This study mainly deals with the methodology of automatic connection design of 3D CAD system, steel connection system (XSteel) using macro. First, using design program in the steel connection system, Xsteel, the joint connection macro will be made up and established the detail classes of design. The next, Database Program (Converter Program) related to the general structural analysis program (MIDAS) and the steel connection program (Xsteel) is constructed for data interface between two programs. From this study, if the merits of 3D CAD system and converter program are utilized well, it is expected that the time needed in modeling and the amounts due to material loses decrease gradually.

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Development and Application of a Home Connection Program on the Improvement of Mathematical Interaction of Parents of 3-year-olds (만 3세 유아 부모의 수학적 상호작용 증진을 위한 가정연계 프로그램의 개발 및 적용)

  • Bae, Jinhui;Kim, Jihyun
    • Korean Journal of Childcare and Education
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    • 제15권3호
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    • pp.83-113
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    • 2019
  • Objective: This study aimed to develop and apply the home connection program for promoting the mathematical interaction of parents of 3-year-olds. Methods: We surveyed questionnaires for 36 parents and interviewed 3 parents of 3-year-olds for the development of the program. Twenty-one 3-year-olds were selected as participants in the program. Quantitative data from a checklist for parent's mathematical interaction were analyzed using repeated measures ANOVA. Qualitative data from self-evaluation of teachers and parents were categorized and analyzed in terms of meaning. Results: Based on the home connection program, the session were provided in the following order [educare center activities ${\rightarrow}$ home-linked activities ${\rightarrow}$ home+educare integrated activities] and in each session, the three-step course [sharing of thinking ${\rightarrow}$ gathering of thinking ${\rightarrow}$ broadening of thinking] was applied. Implementation of this program led to promoting parental mathematical interaction. Conclusion/Implications: This study will lead to follow-up studies that reveal positive effects of our program.

Inelastic behavior of RC shear wall and steel girder shear connection on reinforcement details (보강상세에 따른 RC 전단벽과 강재 보 전단접합부의 비탄성 거동)

  • Song, Han-Beom;Lee, Jung-Han;Yang, Won-Jik;Kang, Dae-Eon;Lee, Kyung-Hwun;Yi, Waon-Ho
    • Proceedings of the Korea Concrete Institute Conference
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    • 한국콘크리트학회 2006년도 춘계학술발표회 논문집(I)
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    • pp.138-141
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    • 2006
  • Shear wall-frame system is one of the most, if not the most, popular system for resisting lateral loads. The core is the primary lateral load-resisting systems, the perimeter frame is designed for gravity loads, and the connection between perimeter frame and core is generally a shear connection. Specially, single plate shear connection have gained considerable popularity in recent years due to their ease of fabrication and erection. Single plate shear connection should be designed to satisfy the dual criteria of shear strength and rotational ductility. An experimental program was undertaken to evaluate seismic behavior of single plate shear connection. The main test variable is the reinforcing detail of connection. Through the experimental program, the cyclic behavior of typical and reinforcing single plate shear connection was established.

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Experimental study on seismic performance of concrete filled tubular square column-to-beam connections with combined cross diaphragm

  • Choi, Sung-Mo;Yun, Yeo-Sang;Kim, Jin-Ho
    • Steel and Composite Structures
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    • 제6권4호
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    • pp.303-317
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    • 2006
  • The connection with combined cross diaphragm is developed for the connection of square CFT column and steel beam and proposed to be used for the frame with asymmetric span length. The structural characteristics of this connection lie in the penetration of the beam flange in the direction of major axis through the column for the smooth flow of stress. The purpose of this study is to analyze the dynamic behavior and stress flow of suggested connection and to evaluate the resistance to shock of connection. Four T-type CFT column-to-beam specimens; two with combined cross diaphragm and the others with interior and through diaphragms, the existing connection types, were made for cyclic load test guided by the load program of ANSI/AISC SSPEC 2002. The results show that the proposed connection is more efficient than existing ones in terms of strength, stress flow and energy absorption and satisfies the seismic performance required in the region of weak/moderate earthquakes.

Development Connecting Program to help to study in School and in Home for Increase of Mathematically Promising (수학적 유망성 신장을 위한 학교와 가정을 연계한 프로그램 개발)

  • Nam, Seung-In
    • Communications of Mathematical Education
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    • 제21권1호
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    • pp.1-17
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    • 2007
  • There are many students around us, who are mathematically promising but have not taken some instructions with a program for the gifted. Providing a certain opportunity for them to take a differentiate program from one given normal students in a regular classroom has some limitations. If ever, offering a learning program developed with the connection of regular curriculum can lead them to reveal their potential. I think it is desirable that the effect of the program is more increasing when study in school keeps a reciprocal relationship to study in home for increasing the students' promising. In this paper, it is discussed to develop and implement the teaching learning program for the integration and connection of school and home for the Mathemaically Promising Students.

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An IPLAN-based Program for Technical Assessment of New-connected Facilities (IPLAN을 이용한 전력설비의 계통접속 기술검토 프로그램 개발)

  • Ryu, Heon-Su;Bae, Joo-Cheon
    • Proceedings of the KIEE Conference
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    • 대한전기학회 2005년도 추계학술대회 논문집 전력기술부문
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    • pp.220-222
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    • 2005
  • When a large-scale load or a new generator is connected to power systems, KPX assesses the effect of the connection on power systems to keep security and reliability standards. As the number of connection requests has been increased, KPX is spending much time for technical assessments of the requests. This paper developed an automatic assessment program to reduce analysis time and enhance simulation accuracy. The program is based on IPLAN and. can be applied to both load and generator network connection requests.

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Modeling of Precast Concrete Shear Walls BIM Program (BIM 프로그램을 이용한 프리캐스트 콘크리트 전단벽의 모델링)

  • Mun, Ju-Hyun;Yoon, Hyun-Sub;Kim, Jong-Won;Eom, Byung-Ho
    • Journal of the Korea Institute of Building Construction
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    • 제22권5호
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    • pp.451-462
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    • 2022
  • The objective of the study is to establish a BIM modeling of precast concrete(PC) shear wall with various wall-to-base connections. The family library of PC shear wall was established in BIM program using component function in a IFC(Industry foundation classes) file format and SketchUp program. From the BIM program, the amounts of concrete, reinforcing bars and steel materials as well as the interference of arranged reinforcing bars can be accurately evaluated in the PC shear walls with spliced sleeves, bolt, or welding plate connection methods. Although the additional metallic materials such as steel plates, bolts, and nuts were used in the PC shear walls with welding plate connection method, their amounts of materials, economic efficiency, and environmental impact were similar to those with spliced sleeve connection. Consequently, the bolt or welding connection is a highly applicable method as wall-to-base connection of PC shear walls, and it was a more useful method than spliced sleeve method, particularly considering the constructability.

A Study on the Literature Analysis for Community Activation Program Development (공동체 활성화 프로그램 개발을 위한 문헌분석연구)

  • Shin, Hwa-Kyoung;Lee, Joon-Min;Jo, In-Sook
    • Proceeding of Spring/Autumn Annual Conference of KHA
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    • 한국주거학회 2008년 추계학술발표대회 논문집
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    • pp.464-468
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    • 2008
  • The purpose of this study was to analyze the meaning about community and programs of community cases for community activation program development. Data were collected from literature and internet about community. Analyze community connection virtue research and domestic outside community cases and used content analysis method. The results of this study were showed as followings ; First, community which could preserve social interaction and continuous relation developing community activation program. Second, community could divide to ecotype community, life style community, school style community, bloc economy type community. Third, program of enforcing community activation was education, residing, employment connection program mainly.

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Nonlinear Finite Element Analysis Model for Ultimate Capacity Estimation of End-Plate Connection (단부평판 접합부의 극한저항능력 평가를 위한 비선형 유한요소해석 모델)

  • 최창근;정기택
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 한국전산구조공학회 1992년도 가을 학술발표회 논문집
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    • pp.23-28
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    • 1992
  • The ultimate capacity of end-plate connection is investigated through nonlinear finite element analysis. The example models are divided into stiffened case and unstiffened one. The refined finite element models are analyzed by utilizing a general purpose structural analysis computer program ADINA and the moment-rotation relationships of the connection are determined. The results are compared with the regression equation deduced by Krishnamurthy. It is planned to deduce a bilinear regression equation through a parametric study on various dimensions of the connection.

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Method of network connection management in module based personal robot for fault-tolerant (모듈기반 퍼스널 로봇의 결함 허용 지원을 위한 네트워크 연결 유지 관리 기법)

  • Choi, Dong-Hee;Park, Hong-Seong
    • Proceedings of the KIEE Conference
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    • 대한전기학회 2006년도 심포지엄 논문집 정보 및 제어부문
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    • pp.300-302
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    • 2006
  • Middleware offers function that user application program can transmit data independently of network device. Connection management about network connection of module is important for normal service of module base personal robot. Unpredictable network disconnection is influenced to whole robot performance in module base personal robot. For this, Middleware must be offer two important function. The first is function of error detection and reporting about abnormal network disconnection. Therefore, middleware need method for network error detection and module management to consider special quality that each network device has. The second is the function recovering that makes the regular service possible. When the module closed from connection reconnects, as this service reports connection state of the corresponding module, the personal robot resumes the existing service. In this paper proposed method of network connection management for to support fault tolerant about network error of network module based personal robot.

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