• 제목/요약/키워드: Program Design

검색결과 11,703건 처리시간 0.037초

유한요소법을 이용한 에폭시 MOLD형 계기용 변압기의 최적 설계 (Optical Design of Epoxy Mold Type PT using Finite Element Method)

  • 박준범;이수길;정일형;박건호;이준웅
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 1994년도 추계학술대회 논문집
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    • pp.175-178
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    • 1994
  • In this study, the design program for optimal wire batch around service line is made to improve the dielectric strength at the primary winding using Finite Element Method. The automatic convergence algorithm for finding of limit object value using loop circulation method is developed to make the optimal design simulator The modulation method is suggested to make division time faster which is very important for full program efficiency. As a result, the program execution time is reduced about 32% and the optimal wire batch design is obtained.

신고유치 해석 프로그램을 이용한 직류계통 축비틀림 진동 댐핑 제어기 설계 (Design of HVDC System 550 Damping Controller Using Novel Eigenvalue Analysis Program)

  • 김동준;남해곤;문영환;김용구
    • 대한전기학회논문지:전력기술부문A
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    • 제53권3호
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    • pp.140-151
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    • 2004
  • This paper presents the HVDC system modelling for analysis of subsynchronous oscillation and the design of the subsynchronous oscillation damping controller in HVDC system with the aid of novel eigenvalue analysis program. The HVDC system models include both the steady-state model for power flow calculation and the dynamic model for constructing the state matrix. The design procedures of the subsynchronous oscillation damping controller (SODC), which is integrated with PI controller at rectifier, consist of three steps:1) to identify the dominant torsional oscillation mode in the AC/DC system;2) to determine the parameters of the SODC for compensating the phase lagging due to the rectifier controller;3) to validate the control parameters and to determine the appropriate gain using a time-domain simulation program. The proposed design method has been tested against two AC/DC systems for validation.

Development and Application of a Nutrition Education Game for Preschoolers

  • Oh, Yu-Jin;Kim, Dong-Sik
    • Journal of Community Nutrition
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    • 제8권4호
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    • pp.165-170
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    • 2006
  • This study was conducted to develop and apply a computer-based multimedia nutrition education program for preschoolers based on the Dick and Carey model of instructional design. The Dick and Carey model included 4 phases: analysis, design, development, and evaluation. The program's instructional goals, objectives, assessment instruments, content, examples, and practice questions with feedback were written in the design phase. To be familiar with the 5 food groups, 'Nutrition exploration' were programmed using Hyperstudio. 'Nutrition exploration' was designed as a five-session, interactive multimedia game, with each session taking about 5 minutes to complete. Nineteen preschoolers, aged 6, volunteered to participate formative evaluation. The effectiveness of the program was examined using a pre-post test design. Participants were recruited by personal contact at the individual preschool education center. The application was carried out during 4 weeks. The results showed that intervention participants significantly increased knowledge between pre-test and post-test. The results support using IMM (interactive multimedia) to disseminate nutrition education to the target population. This research provides the basis for continuing development of computer-based nutrition education materials.

Visual Lisp을 이용한 측정용 마스터기어 자동설계 프로그램 개발 (Development of Automatic Design Program for Measuring Master Gear using Visual Lisp)

  • 김영남;이성수
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 2000년도 추계학술대회논문집 - 한국공작기계학회
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    • pp.169-174
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    • 2000
  • This paper is about automatic design of measuring master gears. Master gears are usually thought of as gears of extreme accuracy level, but are better defined as gages to check the meshing action of production gears. This is usually not recognized because most mechanical gages are associated with static measurements rather than having the form of machine elements used in a functional check involving machine motion. In this paper the interface that allows beginners to design easily and quickly is provided. The addition and modification of data is easy and the reduced design lead time is feasible with the program even though users don't know much about program since it is developed with Visual Lisp and DCL.

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APR1400 미국 설계인증을 위한 종합진동평가 심사서류 작성 방안 (Written Plan of CVAP Design Control Document for APR1400 U.S. Design Certification)

  • 고도영;김동학;박영섭
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2014년도 추계학술대회 논문집
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    • pp.102-105
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    • 2014
  • In accordance with U.S. Nuclear Regulatory Commission regulatory guide(NRC RG) 1.20(Rev.3), we are writing a comprehensive vibration assessment program(CVAP) design control document(DCD) and a technical report for U.S. NRC design certification(DC) of an Advanced Power Reactor 1400(APR1400) nuclear power plant(NPP). CVAP of an APR1400 NPP for U.S. NRC DC is classified as a non-prototype category 1 type. Therefore, CVAP DCD of reactor vessel internals(RVI) and steam generator internals(SGI) consist of analysis and full inspection program. However, piping system of primary and secondary system will be described as measurement program.

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기존의 설계 자료를 이용한 켄틸레버식 옹벽의 설계.프로그램 개발 (A Development of the Design Program of the Cantilever-Retaining Wall with Exiting Design Data)

  • 정진환;계만수;손상영
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1999년도 가을 학술발표회 논문집
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    • pp.160-167
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    • 1999
  • There are numerous factors in designing the structures in civil engineering even for relatively simple ones such as cantilever retaining walls. So the designer has to be decide for such conditions and this makes the design difficult. Moreover some errors may be made in the drawing works which must be relate the structural calculations. In this study, the design program which makes structural calculations, report and drawings for cantilever retaining wall at a time was developed to reduce the manmade errors. This program also suggests some guidelines and systematic data-bases of previously designed examples to make decisions easy.

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평면변형 단조에서의 예비성형체 설계에 관한 연구 (A Study on Preform Design in Plane-Strain Forging)

  • 이종헌;강건;배춘익
    • Journal of Advanced Marine Engineering and Technology
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    • 제23권5호
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    • pp.678-685
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    • 1999
  • A UBET program is developed for determining flash the optimum sizes of preform and initial billet in plane-strain closed-die forging. The program consists of forward and backward tracing processes. In the forward program, flash, die filling and forging load are predicted. In backward tracing process the optimum dimensions of initial billet and preform are determined from the final-shape data based on flash design. Experiments are carried out with pure plasticine billets ar room temperature. The theoretical predictions of forging load and flow pattern are in good agree-ment with the experimental results.

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Double-ply로 구성된 타이어 측벽형상 최적설계를 위한 GUI기반 프로그램 개발 (Development of GUI-based Program for Optimum Design of Double-ply Tire Sidewall Contour)

  • 손정삼;조진래;유완석
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2004년도 춘계학술대회
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    • pp.525-530
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    • 2004
  • In this paper, the optimum design of tire sidewall contour consisted of double plies for improving automobile maneuverability and tire durability is considered and a GUI program is developed for the purpose of the practical design. Each improvement of maneuverability and durability depends on the cord tension and strain energy distribution of tire sidewall. Satisfing trade-off method, which requires the judgment of aspiration levels, is used for the multi-objective optimization problem. Also, this paper presents the application to the practical sidewall contour design with the GUI program developed using visual Fortran.

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사용중 보강되는 부재의 보강설계법 연구 (A Study for Numerical Procedure of Strengthening Capacity in Field Structure)

  • 한만엽;이원창
    • 콘크리트학회논문집
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    • 제11권3호
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    • pp.13-21
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    • 1999
  • Recently, many strengthening methods are developed to repair damaged structures, especially, steel plate or carbon fiber sheet bonding methods are widely used. For the bonding methods, the strengthening materials are bonded when the original structure is under loading, with causes the difference of initial stresses between original member and bonded material. However, current design method or theory, which mostly depends on ultimately strength design, cannot account the difference of initial stresses between members, and it disregards the reduction of nominal strength. In this study, a new strengthening design theory and program which can account the difference of initial stresses are developed, and applied to the case when a structure in service is repaired. In order to verify the validity of the theory and the program, a test result is referred and compare with the results and it is showed that the calculated values are almost same as the referred data and finally proved that the program is reliable. The results showed that the amount of strengthening material depends on the status of damages of structure, and the nominal strength is reduced depending on the degree of damages.

구조물의 손상 상태에 따른 보강설계법 연구 (The Strengthening Desing Method Considering Damages of Structure)

  • 한만엽;이택성
    • 콘크리트학회논문집
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    • 제11권3호
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    • pp.35-45
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    • 1999
  • Recently, many strengthening methods are developed to repair damaged structures, especially, steel plate or carbon fiber sheet bonding methods are widely used. For the bonding methods, the strengthening materials are bonded when the original structure is under loading, which causes difference of initial stresses between original member and bonded material. However, current design method or theory, which mostly depends on ultimately strength design, cannot account the difference of initial stresses between members, and it disregards the reduction of nominal strength. In this study, a new strengthening design theory and program which can account the difference of initial stresses are developed, and applied to the case when a structure in service is repaired. In order to verify the validity of the theory and the program, a test result is referred and compared with the results and it is showed that the calculated values are almost same as the referred data and finally proved that the program is reliable. The results showed that the amount of strengthening material depends on the status of damages of structure, and the nominal strength is reduced depending on the degree of damages.