• 제목/요약/키워드: Step-by-Step design procedure

검색결과 226건 처리시간 0.027초

Development of PC-based Radiation Therapy Planning System

  • Suh, Tae-Suk;P task group, R-T
    • 한국의학물리학회:학술대회논문집
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    • 한국의학물리학회 2002년도 Proceedings
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    • pp.121-122
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    • 2002
  • The main principle of radiation therapy is to deliver optimum dose to tumor to increase tumor cure probability while minimizing dose to critical normal structure to reduce complications. RTP system is required for proper dose plan in radiation therapy treatment. The main goal of this research is to develop dose model for photon, electron, and brachytherapy, and to display dose distribution on patient images with optimum process. The main items developed in this research includes: (l) user requirements and quality control; analysis of user requirement in RTP, networking between RTP and relevant equipment, quality control using phantom for clinical application (2) dose model in RTP; photon, electron, brachytherapy, modifying dose model (3) image processing and 3D visualization; 2D image processing, auto contouring, image reconstruction, 3D visualization (4) object modeling and graphic user interface; development of total software structure, step-by-step planning procedure, window design and user-interface. Our final product show strong capability for routine and advance RTP planning.

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상태궤환을 이용한 2차원 시스템의 극배치

  • 이원규;이상혁
    • 한국통신학회논문지
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    • 제15권8호
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    • pp.659-666
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    • 1990
  • 최근에 이산치 2차원 시스템을 기술하는 여러가지 상태공간모델이 제안되어 왔다. 본 논문에서는 Roesser가 제안한 상태공간모델을 근거로 상태궤환을 이용하여 2차원 시스템의 극배치 문제를 고찰한다. 극배치 설계는 2단계로 나누어 1단계에서는 변환된 시스템의 비대각 행렬(off diagonal matrix)을 0으로 하는 조건을 유도하고 2단계에서는 2차원 시스템의 극배치 문제가 2개의 1차원 시스템의 극배치 문제도 된다는 것을 보여준다. 마지막으로 극배치 기법을 설명하기 위한 예를 들었다.

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Waffle-Iron 도파관 여파기 설계 (Design of Waffle-Iron Waveguide Filter)

  • 고지환;조영기
    • 한국전자파학회논문지
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    • 제18권11호
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    • pp.1318-1326
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    • 2007
  • 본 논문에서는 waffle-iron 도파관 여파기의 실용적인 설계 방법을 기술하였다. 설계 과정은 두 단계로 이루어진다. 첫 단계로는 waffle-iron 구조의 단일 window에 대해 EM S/W tool를 이용하여 S-파라미터를 구하고, ABCD 파라미터로 변환하여 K-인버터를 계산하고, 두 번째 단계는 분포 정수 원형 여파기와 일치되게 window의 크기를 최적화한다. 설계 방법을 검증하기 위해 위성통신용 Ka 대역 여파기를 설계하고 제작하였다. 측정 결과는 계산 결과와 비교하여 양호하게 일치하였다.

Implementation of Zero-Ripple Line Current Induction Cooker using Class-D Current-Source Resonant Inverter with Parallel-Load Network Parameters under Large-Signal Excitation

  • Ekkaravarodome, Chainarin;Thounthong, Phatiphat;Jirasereeamornkul, Kamon
    • Journal of Electrical Engineering and Technology
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    • 제13권3호
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    • pp.1251-1264
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    • 2018
  • The systematic and effective design method of a Class-D current-source resonant inverter for use in an induction cooker with zero-ripple line current is presented. The design procedure is based on the principle of the Class-D current-source resonant inverter with a simplified load network model that is a parallel equivalent circuit. An induction load characterization is obtained from a large-signal excitation test-bench based on parallel load network, which is the key to an accurate design for the induction cooker system. Accordingly, the proposed scheme provides a systematic, precise, and feasible solution than the existing design method based on series-parallel load network under low-signal excitation. Moreover, a zero-ripple condition of utility-line input current is naturally preserved without any extra circuit or control. Meanwhile, a differential-mode input electromagnetic interference (EMI) filter can be eliminated, high power quality in utility-line can be obtained, and a standard-recovery diode of bridge-rectifier can be employed. The step-by-step design procedure explained with design example. The devices stress and power loss analysis of induction cooker with a parallel load network under large-signal excitation are described. A 2,500-W laboratory prototype was developed for $220-V_{rms}/50-Hz$ utility-line to verify the theoretical analysis. An efficiency of the prototype is 96% at full load.

Development of The New High Specific Speed Fixed Blade Turbine Runner

  • Skotak, Ales;Mikulasek, Josef;Obrovsky, Jiri
    • International Journal of Fluid Machinery and Systems
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    • 제2권4호
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    • pp.392-399
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    • 2009
  • The paper concerns the description of the step by step development process of the new fixed blade runner called "Mixer" suitable for the uprating of the Francis turbines units installed at the older low head hydropower plants. In the paper the details of hydraulic and mechanical design are presented. Since the rotational speed of the new runner is significantly higher then the rotational speed of the original Francis one, the direct coupling of the turbine to the generator can be applied. The maximum efficiency at prescribed operational point was reached by the geometry optimization of two most important components. In the first step the optimization of the draft tube geometry was carried out. The condition for the draft tube geometry optimization was to design the new geometry of the draft tube within the original bad draft tube shape without any extensive civil works. The runner blade geometry optimization was carried out on the runner coupled with the draft tube domain. The blade geometry of the runner was optimized using automatic direct search optimization procedure. The method used for the objective function minimum search is a kind of the Nelder-Mead simplex method. The objective function concerns efficiency, required net head and cavitation features. After successful hydraulic design the modal and stress analysis was carried out on the prototype scale runner. The static pressure distribution from flow simulation was used as a load condition. The modal analysis in air and in water was carried out and the results were compared. The final runner was manufactured in model scale and it is going to be tested in hydraulic laboratory. Since the turbine with the fixed blade runner does not allow double regulation like in case of full Kaplan turbine, it can be profitably used mainly at power plants with smaller changes of operational conditions or in case with more units installed. The advantages are simple manufacturing, installation and therefore lower expenses and short delivery time for turbine uprating.

3D 애니메이션 프리프로덕션을 위한 효율적인 3D 표준 조명 모델에 관한 연구 (A Study of the Standard 3D Efficient Lighting Model for the 3D Pre-Production)

  • 곽동민;윤필성;박동준
    • 한국콘텐츠학회:학술대회논문집
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    • 한국콘텐츠학회 2008년도 춘계 종합학술대회 논문집
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    • pp.203-207
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    • 2008
  • 3D 애니메이션 제작 공정은 크게 Pre-production, Main-production, Post-production로 나뉜다. 그 중 제작의 시작이며 전체 제작을 종합적으로 예측 및 디자인하는 Pre-production의 중요성은 매우 높다고 할 수 있다. 고품질의 3D 애니메이션을 제작하기 위해서는 구체적이고 완벽한 Pre-production의 구조가 필요해졌고 Pre-production 단계에서 완성되는 다양한 2D, 3D 아트웍이 Main 및 Post-production까지 일관성 있게 컬러와 룩을 유지하기 위한 효율적인 3D 표준 조명에 대한 필요성이 대두되고 있다. 본 연구에서는 3D애니메이션 제작 시 Pre-production 단계에서 적용 가능한 3D 표준 조명 모델에 대한 연구와 함께 그에 따른 조명 수치속성에 대한 데이터를 산출하여 Pre-production 단계에서 3D 조명의 활용범위를 높이고 전반적인 3D애니메이션 결과물에 대한 컬러 값의 예측을 할 수 있도록 한다.

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Dynamic characteristics of hybrid tower of cable-stayed bridges

  • Abdel Raheem, Shehata E.
    • Steel and Composite Structures
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    • 제17권6호
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    • pp.803-824
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    • 2014
  • The dynamic characterization is important in making accurate predictions of the seismic response of the hybrid structures dominated by different damping mechanisms. Different damping characteristics arise from the construction of the tower with different materials: steel for the upper part; reinforced concrete for the lower main part and interaction with supporting soil. The process of modeling damping matrices and experimental verification is challenging because damping cannot be determined via static tests as can mass and stiffness. The assumption of classical damping is not appropriate if the system to be analyzed consists of two or more parts with significantly different levels of damping, such as steel/concrete mixed structure - supporting soil coupled system. The dynamic response of structures is critically determined by the damping mechanisms, and its value is very important for the design and analysis of vibrating structures. An analytical approach capable of evaluating the equivalent modal damping ratio from structural components is desirable for improving seismic design. Two approaches are considered to define and investigate dynamic characteristics of hybrid tower of cable-stayed bridges: The first approach makes use of a simplified approximation of two lumped masses to investigate the structure irregularity effects including damping of different material, mass ratio, frequency ratio on dynamic characteristics and modal damping; the second approach employs a detailed numerical step-by step integration procedure in which the damping matrices of the upper and the lower substructures are modeled with the Rayleigh damping formulation.

Analytical and numerical algorithm for exploring dynamic response of non-classically damped hybrid structures

  • Raheem, Shehata E. Abdel
    • Coupled systems mechanics
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    • 제3권2호
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    • pp.171-193
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    • 2014
  • The dynamic characterization is important in making accurate predictions of the seismic response of the hybrid structures dominated by different damping mechanisms. Different damping characteristics arise from the construction of hybrid structure with different materials: steel for the upper part; reinforced concrete for the lower main part and interaction with supporting soil. The process of modeling damping matrices and experimental verification is challenging because damping cannot be determined via static tests as can mass and stiffness. The assumption of classical damping is not appropriate if the system to be analyzed consists of two or more parts with significantly different levels of damping. The dynamic response of structures is critically determined by the damping mechanisms, and its value is very important for the design and analysis of vibrating structures. A numerical algorithm capable of evaluating the equivalent modal damping ratio from structural components is desirable for improving seismic design. Two approaches are considered to explore the dynamic response of hybrid tower of cable-stayed bridges: The first approach makes use of a simplified model of 2 coupled lumped masses to investigate the effects of subsystems different damping, mass ratio, frequency ratio on dynamic characteristics and equivalent modal damping; the second approach employs a detailed numerical step-by step integration procedure.

A Model Predictive Controller for Nuclear Reactor Power

  • Na Man Gyun;Shin Sun Ho;Kim Whee Cheol
    • Nuclear Engineering and Technology
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    • 제35권5호
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    • pp.399-411
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    • 2003
  • A model predictive control method is applied to design an automatic controller for thermal power control in a reactor core. The basic concept of the model predictive control is to solve an optimization problem for a finite future at current time and to implement as the current control input only the first optimal control input among the solutions of the finite time steps. At the next time step, the second optimal control input is not implemented and the procedure to solve the optimization problem is then repeated. The objectives of the proposed model predictive controller are to minimize the difference between the output and the desired output and the variation of the control rod position. The nonlinear PWR plant model (a nonlinear point kinetics equation with six delayed neutron groups and the lumped thermal-hydraulic balance equations) is used to verify the proposed controller of reactor power. And a controller design model used for designing the model predictive controller is obtained by applying a parameter estimation algorithm at an initial stage. From results of numerical simulation to check the controllability of the proposed controller at the $5\%/min$ ramp increase or decrease of a desired load and its $10\%$ step increase or decrease which are design requirements, the performances of this controller are proved to be excellent.

BOX형 지하구조물 해석 및 설계 표준화 연구(1차 연구) (The First Step Study on the Standardization of the Analysis and Design for Underground BOX-Type Structures)

  • 한만엽;박홍기;손은진
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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    • pp.883-886
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    • 2008
  • "지하구조물 위원회(KCI 107)"는 교량 및 각종 구조물 기초, 지하차도, 지하철 및 공동구 등 지하구조물, 지하에 설치되는 건물의 지하실 또는 지하주차장 등의 해석 및 설계에 관한 학문적, 기술적 연구를 위해 결성된 위원회이다.위원회는 첫 번째 연구과제로 "BOX형 지하구조물의 해석 및 설계표준화 연구"를 선정하고 콘크리트 구조설계기준(2003)에 따라 실무에서 수행되고 있는 해석 및 설계의 표준화를 위한 연구를 수행하여 2005년 1차 연구를 완료하였다. 이 연구는 Box형 지하구조물의 해석 및 설계에 대한 문제점 분석과 새로운 설계 및 시공기술의 반영 위한 연구를 통해, 보다 개선된 설계방안을 강구하고 이를 반영한 표준 설계 절차 및 상세 가이드를 제시하여, Box형 지하구조물을 경제적이고, 시공 및 유지관리에 유리하며, 적정한 안전율과 내하능력을 확보할 수 있도록 일관성 있게 설계되도록 하는데 목적을 두고 있다.

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