• 제목/요약/키워드: rational approach

검색결과 420건 처리시간 0.02초

UML 기반의 송전요금계산 패키지 개발 (Development of Transmission Pricing Package Based on Unified Modeling Language)

  • 이찬주;박종배;신중린;김진호;김발호
    • 대한전기학회논문지:전력기술부문A
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    • 제53권2호
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    • pp.111-120
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    • 2004
  • This paper presents an application of Unified Modeling Language(UML) software technique for developing transmission pricing evaluation package. Also, this paper describes a transmission pricing algorithm applicable to a large-scale power system. The usage-based transmission pricing mechanism is very complex since it requires power flow analysis, fault current analysis, sensitivity evaluation of a transmission line, penalty factors calculation, transmission asset databases, and cost allocation rules, etc. For the efficient and flexible development of the transmission pricing package, a UML. approach is applied, which is composed of a use-case diagram, interaction diagram, class diagram, and package diagram using Rational Rose Unified Process(RUP). The designed transmission pricing package can be efficiently modified and reused as the market environments evolves since it is designed by Object-Oriented Programming(OOP).

Intentions of Employees to Whistleblow Information Security Policy Violations in the Organization

  • Wei, Liang-Cheng;Hsu, Carol;Wang, Kai
    • Asia pacific journal of information systems
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    • 제26권1호
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    • pp.163-188
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    • 2016
  • Compliance with information security policies has been an important managerial concern in organizations. Unlike traditional general deterrent theory, this study proposes whistle-blowing as an alternative approach for reducing internal information security policy violations. We build on the theories of planned behavior and rational choice as well as develop a theoretical model to understand the factors that influence whistle-blowing attitudes and intention at both the organizational and individual levels. Our empirical results reveal that altruistic and egoistic concerns are involved in the development of whistle-blowing attitudes. The results not only extend our understanding of whistle-blowing motivation but also offer directions to managers in promoting internal disclosure of information security breaches.

브랜드 애착과 지각된 심미성이 새로운 스마트폰에 대한 구매의도에 미치는 효과 (Effects of Brand Attachment and Perceived Aesthetic on Intention to Purchase New Smartphone)

  • 이웅규;박진훈
    • 한국정보시스템학회지:정보시스템연구
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    • 제23권4호
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    • pp.147-168
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    • 2014
  • Consumer's switching behavior from incumbent smartphone to new one can be explained by not merely rational assessment but also affective aspects like aesthetic or pleasure and emotional points like attachment. but, in information system field, researches on affective.emotional factors relatively were insufficient and researches which focus on the perspective of the consumer were more scarcity. consumer's attachment to current smartphone brand and perceived aesthetic on new one would influence rational evaluation to switch or not. Therefore, this study investigates relationship between emotional factors on current smartphone and assessment of new one, in turn, we empirically analyzes purchase intention of the consumer. In order to prove the validity of the hypotheses, this study was applied longitudinal study and then conduct a survey of 212 smartphone users. The analysis results by Partial Least Square (PLS) approach showed that all hypotheses in this study were statistically supported.

고속철도 강교량의 총기대비용 최적설계 (Optimum Life Cycle Cost Design of High-Speed Railway Steel Bridges)

  • 조효남;민대홍;조준석
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2000년도 가을 학술발표회논문집
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    • pp.109-114
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    • 2000
  • In this paper, an optimum design model for minimizing the life-cycle cost (LCC) of high-speed railway steel bridges is proposed The point is that it takes into account service life process as a whole, and thus the life-cycle costs include initial (design, testing, and construction) costs, maintenance costs, expected strength failure costs and expected serviceability failure costs. The problem is formulated as that of minimization of expected total life-cycle cost with respect to the design variables. By processing the optimum LCC design the effective and rational basis is proposed for calculating the total LCC and the sensitivity analysis of LCC is peformed. Based on a numerical example, it may be positively stated that the optimum LCC design of high-speed railway steel bridges proposed in this study provides a lot more rational and economical design, and thus the proposed approach will expedite the development of new concepts and design methodologies that may have important implications in the next generation performance-based design codes and standards.

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Capacity Design of RC Bridge Columns for Seismic Loading

  • 이재훈;고성현;최진호;신성진
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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    • pp.591-594
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    • 2004
  • Recently, a tendency for development of seismic approach of foreign countries is capacity design development. Capacity design is rational seismic design concept of capacity protection considering not only earthquake magnitude, but also behavior of structure. For that reason, the most bridge seismic design specifications contain capacity protection provisions explicitly or implicitly. The capacity protection is normally related with slenderness effect of the columns, force transfer in connections between columns and adjacent elements, and shear design of columns. It intends to prevent brittle failure of the structural components of bridges, so that the whole bridge system may show ductile behavior and failure during earthquake events. The objectives of this paper are to deduce needed provisions for the moderate seismicity regions such as Korea after studying current seismic design codes and to establish rational criteria provisions of seismic design for future revision of seismic design specifications.

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Analytical and experimental study on aerodynamic control of flutter and buffeting of bridge deck by using mechanically driven flaps

  • Phan, Duc-Huynh;Kobayshi, Hiroshi
    • Structural Engineering and Mechanics
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    • 제46권4호
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    • pp.549-569
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    • 2013
  • A passive control using flaps will be an alternative solution for flutter stability and buffeting response of a long suspension bridge. This method not only enables a lightweight economic stiffening girder without an additional stiffness for aerodynamic stability but also avoid the problems from the malfunctions of control systems and energy supply system of an active control by winglets and flaps. A time domain approach for predicting the coupled flutter and buffeting response of bridge deck with flaps is investigated. First, the flutter derivatives of bridge deck and flaps are found by experiment. Next, the derivation of time domain model of self-excited forces and control forces of sectional model is reported by using the rational function approximation. Finally, the effectiveness of passive flap control is investigated by the numerical simulation. The results show that the passive control by using flaps can increase the flutter speed and decrease the buffeting response. The experiment results are matched with numerical ones.

등기하 해석법을 이용한 설계 민감도 해석 (Shape Design Sensitivity Analysis Using Isogeometric Approach)

  • 하승현;조선호
    • 한국전산구조공학회논문집
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    • 제20권3호
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    • pp.339-345
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    • 2007
  • 본 논문에서는 등기하 해석법을 이용하여 평면 탄성문제의 변분식을 유도하였다. 등기하 해석법은 새로이 부각되고 있는 해석법으로서 기저 함수가 NURBS(Non-Uniform Rational B-Splines) 로부터 직접 생성되므로 해 공간은 CAD 모델을 구성하는 함수로써 표현된다. 또한 CAD 모델의 B-Spline 기저 함수를 직접 사용하므로 기하학적으로 엄밀한 형상을 표현할 수 있고 요소망의 재구성 없이 해석모델을 정밀화(Refinement)할 수 있는 강점이 있다. 본 논문에서는 이를 확장하여 연속체 기반의 애드조인트 설계 민감도 해석법을 사용하는 등기하 설계민감도 해석법을 유도하였다. 기존의 유한요소 기반형상 최적설계는 형상의 매개화에 어려움을 겪었으나 등기하 기반 최적설계에서는 기하학적 정보가 이미 B-spline 기저함수와 조정점에 포함되어 있으므로 이러한 어려움을 피할 수 있는 잠재력을 가지고 있다. 몇몇 수치 예제를 통해서 등기하 해석법을 사용한 설계 민감도 해석을 수행하였으며 유한차분 민감도와 비교하여 정확성을 확인하였다.

포화 점성토지반 침하량의 합리적 평가를 위한 실용적인 응력경로법 적용방법 : Part I (특성변형거동의 평가와 활용) (A Practical App개ach of Stress Path Method for Rational Settlement Estimation of Saturated Clay Deposit : Part I (Evaluation and Use of Characteristic Deformation Behaviors))

  • 김창엽;정충기
    • 한국지반공학회논문집
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    • 제21권4호
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    • pp.83-98
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    • 2005
  • 본 연구에서는 포화 점성토지반 침하량의 합리적인 평가를 위한 새로운 개념의 응력경로법 적용방법을 제안하였다. 제안된 적용방법은 특정 점성토지반에 대해 구조물 침하와 관련하여 현장에서 나타날 수 있는 모든 응력변화 조건을 포괄하는 특성변형거동을 실험적으로 선행하여 평가한 다음, 이를 이용하여 일체의 추가적인 시험없이 발생가능한 다양한 현장조건에 대해 손쉽게 침하량을 평가하는 방법이다. 본 연구의 Part I에서는 이러한 새로운 침하량 평가개념의 실용화와 관련하여 포화 점성토지반의 침하관련 특성변형거동을 최소한의 시험만으로 효율적으로 평가하고 이를 바탕으로 임의의 응력변화 조건에 대해 손쉽게 변형거동을 예측하는 구체적인 방법을 개발하였으며, 그 적용성을 실제 사례를 통해 명확히 확인하였다.

전역 민감도 분석을 이용한 건물 에너지 성능평가의 합리적 개선 (Rational Building Energy Assessment using Global Sensitivity Analysis)

  • 유영서;이동혁;김선숙;박철수
    • 대한건축학회논문집:구조계
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    • 제36권5호
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    • pp.177-185
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    • 2020
  • The building energy performance indicator, called Energy Performance Index (EPI), has been used for the past decades in South Korea. It has a list of design variables assigned with weighting factors (a, b). Unfortunately, the current EPI method is not performance-based but very close to a prescriptive rating. With this in mind, this study aims to propose a new performance-based EPI method. For this purpose, a global sensitivity analysis method, Sobol, is employed. The Sobol method is suitable for complex nonlinear models and can decompose all the output variance due to every input. The Sobol sensitivity index of each variable is defined as 0 to 1 (0 to 100%), and the sum of all sensitivity indices is equal to 1 (100%). In this study, an office building was modeled using EnergyPlus and then the Latin Hypercube Sampling (LHS) was conducted to generate a surrogate model to EnergyPlus. The sensitivity index was suggested to replace weight (a) in the existing EPI. In addition, the discrete weight (b) in the existing EPI was replaced by a set of continuous regression functions. Due to the introduction of the sensitivity index and the continuous regression functions, the new proposed approach can provide far more accurate outcome than the existing EPI (R2: 0.83 vs. R2: 0.01 for cooling, R2: 0.66 vs. R2: 0.01 for total energy). The new proposed approach proves to be more rational, objective and performance-based than the existing EPI method.

평면 FRAME구조물의 확률 유한 요소 해석 (Probabilistic finite Element Analysis of Plane Frame)

  • 양영순;김지호
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1989년도 가을 학술발표회 논문집
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    • pp.40-45
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    • 1989
  • In order to take account of the statistical properties of random variables used in the structural analysis, the conventional approach usually adopts the safety factor based on past experiences for the qualitative assessment of structural safety problem. Recently, new approach based on the probabilistic concept has been applied to the assessment of structural safety in order to circumvent the difficulties of the conventional approach in choosing the appropriate safety factor. Thus, computer program called "Probabilistic finite element method" is developed by incorporation the probabilistic concept into the conventional matrix method in order to investigate the effects of the random variables on the final output of the structural analysis. From the comparison of some examples, it can be concluded that the PFEM developed in this study deals with consistently with the uncertainty of random variables and provides the rational tool for the assessment of structural safety of plane frame.

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