• 제목/요약/키워드: Complete system model

검색결과 541건 처리시간 0.022초

단일방정식과 관련방정식체계를 적용한 소비지출 함수의 모델 적합성 비교 (A Comparison of the Goodness-of-Fit between Two Models of Expenditure Function: a Single-Equation Model versus a Complete- System-of-Demand-Equation Model)

  • 황덕순;김숙향
    • 가정과삶의질연구
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    • 제20권1호
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    • pp.45-56
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    • 2002
  • The main purposes of this article are to introduce the theoretical backgrounds and empirical application methods of two different Models for the function of expenditure, and to compare the goodness-o(-fit of the two models: a single-equation model and a complete-system-of-demand-equation model. For the empirical analysis of the single-equation model, a linear formula and a double-leg formula were employed. In order to test the complete-system-of-demand-equation model empirically, the \"Linear Approximation/Almost Ideal Demand System (LA/AIDS)" was used. The independent variables were the total living expense and expenditure categories Price index. The data used in this study were obtained from the quarterly statistics of "The Annual Report on the Urban Family Income and Expenditure Survey (Dosigagyeyonbo)" and "The Annual Report on the Consumer Price Index (Sobijamulgajaryo)," for the years 1994 to 1997. The goodness-of-fit (R-square) was higher with the complete-system-of-demand-equation model than with the single-equation model for the budget share on food (excluding eating-out expenses) and for the share on cultural and recreational activities. However, there was no difference between the two models in terms of the proportion of the expenditure on automobile fuel.fuel.

연속체 모델과 지하구조물 고정단 모델의 비교를 통한 SSI 해석의 타당성 연구 (A validity study on SSI analysis by comparing the complete system model and the underground structure fixed-end model)

  • 유광호;김승진
    • 한국터널지하공간학회 논문집
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    • 제20권5호
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    • pp.757-772
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    • 2018
  • 최근 경주 포항 등 대도시에서 지진이 발생하고 이에 각 분야에서의 내진해석 연구가 활발히 진행되고 있다. 하지만 대부분의 기존 내진해석은 지상구조물과 지반을 따로 다루었기 때문에 지반과 구조물의 완전한 상호 동적거동에 대한 연구가 부족한 실정이다. 따라서 본 연구에서는 건물만 고려하는 지하구조물 고정단 모델과 건물과 지반을 함께 고려하는 연속체 모델을 각각 적용하기 위해 MIDAS GEN 및 MIDAS GTS NX를 이용하여 민감도 분석을 수행하고 SSI를 고려한 동적해석의 타당성을 살펴보았다. 연구 결과, 대부분의 조건에서 지하구조물 고정단 모델이 연속체 모델보다 초고층 건물의 최대 순수 수평변위를 더 작게, 휨응력을 더 크게, 또한, 취약부의 범위는 더 작게 산출하는 것으로 나타났다. 따라서 내진해석 시 지반-구조물 상호작용을 고려한 연속체 모델을 사용하는 것이 보다 타당할 것으로 판단된다.

개별처방식수업(IPI)모형을 적용한 웹기반 학습 및 평가시스템의 설계 및 구현 (Design and Implementation of web-based learning and evaluation system based on IPI model -Focusing on computer study at middle school.-)

  • 하태현;이복자
    • 컴퓨터교육학회논문지
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    • 제7권1호
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    • pp.107-118
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    • 2004
  • 본 연구에서 제안하는 시스템은 기존의 웹기반에서의 문제운행 시스템원리인 학습내용전개$\rightarrow$문제제공$\rightarrow$평가결과를 제시하는 수준에서 탈피한 IPI(Individually Prescribed Instruction: 개별처방식 수업)를 적용한 개별완전학습을 목표로 설계 구현한 것이다. 개별완전학습을 하기 위하여 먼저 선수학습의 진단평가가 이루어지며 이에 따라 학생들 각자에 맞는 학습을 하게 된다. 또한 학생들마다 수업 목표에 도달하는 시간이 다르기 때문에 하나의 단원을 완전학습하기 전에는 다음 단원으로 학습이 진행될 수 없다. 따라서 학습의 성취도를 측정하기위해 각 단원의 학습 뒤에 평가가 이루어지며 평가결과 80%이상의 성취수준을 보이면 다음 단원의 학습으로 계속 진행이 이루어지고, 80%미만의 성취수준을 보이면 다음단원으로의 진행이 제한되고 개인별 보충학습이 이루어진다. 여기서 보충학습은 학습자가 완전히 학습하지 못한 학습에 대한 수준별 처방 학습이다. 따라서 본 연구는 개별처방식 수업의 완전학습에 그 목표를 두고 선수학습 결손을 방지하고 개인적 능력에 따라 피드백 학습을 하여 완전학습 목표에 도달할 수 있도록 시스템을 설계 및 구현하였다.

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전자의무기록 식별을 위한 메타데이터의 연구 (The Study of Metadata Model to Identify Electronic Medical Record)

  • 홍성호;김영섭
    • 반도체디스플레이기술학회지
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    • 제13권2호
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    • pp.63-66
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    • 2014
  • Managing electronic medical record is very difficult, because the currently electronic medical system is not designed standard that is uniform and proper. In this paper, in order to overcome this situation, we propose meta-data for the management of the electronic medical record as a single system. To this end, we first analyzed the research on electronic medical records and related standards. Second, we, on the basis of the analysis result, abstracted electronic medical record and entities related on electronic medical, and we designed an entity-relationship model. And finally, we have to complete the meta-data through the setting attributes in this entity-relationship model. Through this study, it was possible that we can complete metadata highly expressive medical records, and suggest an alternative for problem of current medical records systems.

CAD/CAM system과 전통적인 방법을 이용한 총의치 동시 제작 증례 (Fabrication of computer-aided design/computer-aided manufacturing complete denture and conventional complete denture: case report)

  • 김미진;김강호;여동헌
    • 구강회복응용과학지
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    • 제32권2호
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    • pp.141-148
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    • 2016
  • Computer-aided technology는 최근 치과 치료의 흐름이다. DENTCA$^{TM}$ CAD/CAM denture (DENTCA Inc.)는 상용화된 computer-aided design/computer-aided manufacturing (CAD/CAM) 의치 시스템 중 하나로, 한 번의 내원을 통해 의치 제작에 필요한 환자의 모든 정보를 획득하여, 이 정보를 컴퓨터에 저장하고 3D 프린팅을 통해 두 번째 내원 시에 의치 장착을 목표로 한다. 현재까지 여러 증례들은 총의치 제작에 대한 CAD/CAM system의 임상적 적용을 시험해 보았다. 본 증례는 두 명의 환자에서 DENTCA system을 이용한 의치와 전통적인 방법을 이용한 의치를 동시에 제작하여 DENTCA system의 효용성과 한계점을 고찰하였다.

완벽한 상태정합을 이용한 지능형 디지털 재설계 (Intelligent Digital Redesign Via Complete State-Matching)

  • 김도완;주영훈;박진배
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2006년도 심포지엄 논문집 정보 및 제어부문
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    • pp.276-278
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    • 2006
  • In this paper, a complete solution to fuzzy-model-based digital redesign problem (IDR) for sampled-data nonlinear systems is presented, The term of intelligent digital redesign (IDR) is to design a digital fuzzy controller such that the sampled-data closed-loop fuzzy system is equivalent to the continuous-time closed-loop fuzzy system using the state matching, Its solution is simply obtained by linear transformation, Under the proposed sampled-data controller, the states of the sampled-data and continuous-time fuzzy system are completely matched at every sampling points.

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Load-carrying capacities and failure modes of scaffold-shoring systems, Part II: An analytical model and its closed-form solution

  • Huang, Y.L.;Kao, Y.G.;Rosowsky, D.V.
    • Structural Engineering and Mechanics
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    • 제10권1호
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    • pp.67-79
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    • 2000
  • Critical loads and load-carrying capacities for steel scaffolds used as shoring systems were compared using computational and experimental methods in Part I of this paper. In that paper, a simple 2-D model was established for use in evaluating the structural behavior of scaffold-shoring systems. This 2-D model was derived using an incremental finite element analysis (FEA) of a typical complete scaffold-shoring system. Although the simplified model is only two-dimensional, it predicts the critical loads and failure modes of the complete system. The objective of this paper is to present a closed-form solution to the 2-D model. To simplify the analysis, a simpler model was first established to replace the 2-D model. Then, a closed-form solution for the critical loads and failure modes based on this simplified model were derived using a bifurcation (eigenvalue) approach to the elastic-buckling problem. In this closed-form equation, the critical loads are shown to be function of the number of stories, material properties, and section properties of the scaffolds. The critical loads and failure modes obtained from the analytical (closed-form) solution were compared with the results from the 2-D model. The comparisons show that the critical loads from the analytical solution (simplified model) closely match the results from the more complex model, and that the predicted failure modes are nearly identical.

Strategic Analysis Evolution: Scenario Planning and Simulation Based on The Methodology of System Dynamics

  • Bassi, Andrea M
    • 한국시스템다이내믹스연구
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    • 제5권2호
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    • pp.199-216
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    • 2004
  • The present study is aimed at developing the optimal instruments for dispelling the uncertainty factors during the formulation of strategies for corporate development. The objective is the creation of a complete model of strategic analysis, which encompasses both the environment (internal and external) and the management rational component. This model -built on the analysis of three corporate cases - is concretized by a simulation for testing the strategy by the means of software which enables the users to cope with a dynamic and complex corporate environment. The research questions regard the development of a complete strategic analysis, which covers the entire decision-making process; the concrete assessment of the business strategy on the basis of quantitative data: the identification and enhancement of the critical variables of business administration, in such a complex and dynamic reality as the corporate environment.

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비대면 환경에서 제품자료관리 시스템 기반 협동제품개발 실습과제 운영 사례 (Case of Collaborative Product Development Practice based on Product Data Management System in Non-face-to-face Environment)

  • 도남철
    • 공학교육연구
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    • 제25권1호
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    • pp.46-54
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    • 2022
  • This study attempted non-face-to-face collaborative product development practice that can respond to the spread of COVID-19 by expanding existing product data management system-based product development practice. For the complete non-face-to-face product development practice, it utilized prototype development using a 3D paper model, an online class management system and social media for classes and meetings. As a result of applying the non-face-to-face method, product developments of 26 practice teams have been completed without any failures. Therefore, through this study, the author can confirm that it is possible to provide the complete non-face-to-face collaborative product development practice based on product data management systems.

Maximum penalized likelihood estimation for a stress-strength reliability model using complete and incomplete data

  • Hassan, Marwa Khalil
    • Communications for Statistical Applications and Methods
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    • 제25권4호
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    • pp.355-371
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    • 2018
  • The two parameter negative exponential distribution has many practical applications in queuing theory such as the service times of agents in system, the time it takes before your next telephone call, the time until a radioactive practical decays, the distance between mutations on a DNA strand, and the extreme values of annual snowfall or rainfall; consequently, has many applications in reliability systems. This paper considers an estimation problem of stress-strength model with two parameter negative parameter exponential distribution. We introduce a maximum penalized likelihood method, Bayes estimator using Lindley approximation to estimate stress-strength model and compare the proposed estimators with regular maximum likelihood estimator for complete data. We also introduce a maximum penalized likelihood method, Bayes estimator using a Markov chain Mote Carlo technique for incomplete data. A Monte Carlo simulation study is performed to compare stress-strength model estimates. Real data is used as a practical application of the proposed model.