• 제목/요약/키워드: Order analysis

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대중교통 HUD 콘텐츠 우선순위 결정에 관한 연구 (The Decision of Order Priority of HUD Contents for Public Transit)

  • 박범진;강원의;김태형
    • 한국도로학회논문집
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    • 제15권1호
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    • pp.135-141
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    • 2013
  • PURPOSES: In this study, as part of an effort to develop HUD for public transit, it is proposed that the decision of order priority of contents which will be disposed to bus drivers through HUD for public transit using AHP(Analytic Hierarchy Process) technique. METHODS: In AHP analysis method brainstorming, factor analysis, hierarchical structuring, and weighting analysis were performed by applying a classical analysis method. RESULTS: By the result of analysis it is shown that unlike car drivers, bus drivers prefer information related to bus intervals, bus stop, and door open and close to information related to vehicle running. Also, bus stop information and bus interval information were ranked as first and second place in order priority of HUD contents for public transit by experts. CONCLUSIONS: This method of selecting order priority of HUD contents for public transit can provide a basic foundation for selecting order priority of traffic information contents as well as other HUD contents.

고차 전력 분석에 대한 통계적 수식의 일반화 (Statistical Analysis of High-Order Power Analysis)

  • 김민수;김희석;홍석희
    • 정보보호학회논문지
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    • 제21권4호
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    • pp.27-37
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    • 2011
  • d차의 고차 전력 분석은 d차 마스킹 기법에 의해 안전하게 방어할 수 있다. 하지만 이러한 고차의 마스킹 기법의 적용은 차수가 높아질수록 암호 시스템의 성능을 현저히 떨어뜨린다. 기존의 고차 전력 분석에 대한 통계적 접근은 이차 전력 분석에 대해서만 이루어져 있다. 하지만 이는 암호 설계자가 삼차 이상의 마스킹 적용 시 특별한 안전성의 기준이 없음을 의미하며 이러한 기준의 부재는 무의미하게 높은 차수의 마스킹 기법 적용으로 인해 암호 시스템의 성능을 상당히 저하시킬 수 있다. 본 논문에서는 이러한 기준을 마련하고자 고차 전력 분석에 대한 통계적 수치를 일반화하였다. 즉, 고차 전력 분석을 수행했을 때 연산되는 상관계수의 값을 일반화 시켰으며 이는 향후 마스킹 기법 사용 시 적용해야할 차수를 선택하기 위한 좋은 지표가 될 것이다.

Higher order static analysis of truncated conical sandwich panels with flexible cores

  • Fard, Keramat Malekzadeh
    • Steel and Composite Structures
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    • 제19권6호
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    • pp.1333-1354
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    • 2015
  • A higher order analytical solution for static analysis of a truncated conical composite sandwich panel subjected to different loading conditions was presented in this paper which was based on a new improved higher order sandwich panel theory. Bending analysis of sandwich structures with flexible cores subjected to concentrated load, uniform distributed load on a patch, harmonic and uniform distributed loads on the top and/or bottom face sheet of the sandwich structure was also investigated. For the first time, bending analysis of truncated conical composite sandwich panels with flexible cores was performed. The governing equations were derived by principle of minimum potential energy. The first order shear deformation theory was used for the composite face sheets and for the core while assuming a polynomial description of the displacement fields. Also, the in-plane hoop stresses of the core were considered. In order to assure accuracy of the present formulations, convergence of the results was examined. Effects of types of boundary conditions, types of applied loads, conical angles and fiber angles on bending analysis of truncated conical composite sandwich panels were studied. As, there is no research on higher order bending analysis of conical sandwich panels with flexible cores, the results were validated by ABAQUS FE code. The present approach can be linked with the standard optimization programs and it can be used in the iteration process of the structural optimization. The proposed approach facilitates investigation of the effect of physical and geometrical parameters on the bending response of sandwich composite structures.

Numerical analysis of second-order effects of externally prestressed concrete beams

  • Lou, Tiejiong;Xiang, Yiqiang
    • Structural Engineering and Mechanics
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    • 제35권5호
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    • pp.631-643
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    • 2010
  • A numerical procedure for the geometrical and material nonlinear analysis of concrete beams prestressed with external tendons is described, where the effects of external prestressing are treated as the equivalent loads applied on the concrete beams. The geometrical nonlinearity is considered not only the eccentricity variations of external tendons (second-order effects) but also the large displacement effects of the structure. The numerical method can predict the nonlinear response of externally prestressed concrete beams throughout the entire loading history with considerable accuracy. An evaluation of second-order effects of externally prestressed concrete beams is carried out using the proposed analysis. The analysis shows that the second-order effects have significant influence on the response characteristics of externally prestressed concrete beams. They lead to inferior ultimate load and strength capacities and a lower ultimate stress increase in tendons. Based on the current analysis, it is recommended that, for simply-supported externally prestressed beams with straight horizontal tendons, one deviator at midspan instead of two deviators at one-third span be furnished to minimize these effects.

Modeling and Analysis of the Fractional Order Buck Converter in DCM Operation by using Fractional Calculus and the Circuit-Averaging Technique

  • Wang, Faqiang;Ma, Xikui
    • Journal of Power Electronics
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    • 제13권6호
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    • pp.1008-1015
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    • 2013
  • By using fractional calculus and the circuit-averaging technique, the modeling and analysis of a Buck converter with fractional order inductor and fractional order capacitor in discontinuous conduction mode (DCM) operations is investigated in this study. The equivalent averaged circuit model of the fractional order Buck converter in DCM operations is established. DC analysis is conducted by using the derived DC equivalent circuit model. The transfer functions from the input voltage to the output voltage, the duty cycle to the output voltage, the input impedance, and the output impedance of the fractional order Buck converter in DCM operations are derived from the corresponding AC-equivalent circuit model. Results show that the DC equilibrium point, voltage ratio, and all derived transfer functions of the fractional order Buck converter in DCM operations are affected by the inductor order and/or capacitor order. The fractional order inductor and fractional order capacitor are designed, and PSIM simulations are performed to confirm the correctness of the derivations and theoretical analysis.

하중증폭계수를 적용한 비가새 골조 2차 해석 평가 (Evaluation of the Second Order Analysis of Unbraced Frame by using load amplification factor)

  • 김희동;이명재
    • 한국강구조학회 논문집
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    • 제21권6호
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    • pp.627-636
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    • 2009
  • 본 연구는 강구조 설계기준에서 제시하고 있는 하중증폭계수를 적용한 2차 해석법의 타당성을 해석적 방법을 통해 평가하는데 그 목적이 있다. 이를 위해 KBC 2005에서 제안하고 있는 B1 및 B2 계수를 적용한 2차 해석과 KBC 2009(안)에서 제안하고 있는 하중증폭계수를 적용한 직접해석을 3층 1스팬 및 5층 3스팬 비가새 강구조 골조에 대해 실시하고, 그 해석 결과를 2차 비선형 해석 결과와 비교하여 기준에서 제안된 2차 해석법들을 평가하였다. 해석의 주요 변수로는 골조의 규모, 기둥의 축력비, 해석방법 등이 적용되었다. 연구 결과 고축력 조건시 KBC 2005에서 제안된 하중증폭계수를 적용한 2차 해석은 2차 효과의 영향을 적절하게 고려하지 못하나 KBC 2009(안)에서 제안된 직접해석법의 경우 적절한 수준에서 2차 효과를 고려하고 있는 것으로 나타났다.

Improving the eigenvalue using higher order elements without re-solving

  • Stephen, D.B.;Steven, G.P.
    • Structural Engineering and Mechanics
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    • 제5권4호
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    • pp.385-398
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    • 1997
  • High order finite element have a greater convergence rate than low order finite elements, and in general produce more accurate results. These elements have the disadvantage of being more computationally expensive and often require a longer time to solve the finite element analysis. High order elements have been used in this paper to obtain a new eigenvalue solution with out re-solving the new model. The optimisation of the eigenvalue via the differentiation of the Rayleigh quotient has shown that the additional nodes associated with the higher order elements can be condensed out and solved using the original finite element solution. The higher order elements can then be used to calculate an improved eigenvalue for the finite element analysis.

Stability and vibration analysis of composite plates using spline finite strips with higher-order shear deformation

  • Akhras, G.;Li, W.
    • Structural Engineering and Mechanics
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    • 제27권1호
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    • pp.1-16
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    • 2007
  • In the present study, a spline finite strip with higher-order shear deformation is formulated for the stability and free vibration analysis of composite plates. The analysis is conducted based on Reddy's third-order shear deformation theory, Touratier's "Sine" model, Afaq's exponential model and Cho's higher-order zigzag laminate theory. Consequently, the shear correction coefficients are not required in the analysis, and an improved accuracy for thick laminates is achieved. The numerical results, based on different shear deformation theories, are presented in comparison with the three-dimensional elasticity solutions. The effects of length-to-thickness ratio, fibre orientation, and boundary conditions on the critical buckling loads and natural frequencies are investigated through numerical examples.

한글의 First Order Markov Source에 의한 해석 (Analysis of Korean Language by First Order Markov Source)

  • 한영렬;박종원
    • 한국통신학회:학술대회논문집
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    • 한국통신학회 1982년도 추계학술발표회논문집
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    • pp.51-55
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    • 1982
  • The analysis of Korean language by the first order markov source is carried out. The calculated entropy of the first order Markov source is also included. The results presented here are new data. The data can be useful in designing the keyboard pattern of terminal and the automatic discrimination of monosyllable in Korean language.

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New Type of Collision Attack on First-Order Masked AESs

  • Kim, Hee Seok;Hong, Seokhie
    • ETRI Journal
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    • 제38권2호
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    • pp.387-396
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    • 2016
  • This paper introduces a new type of collision attack on first-order masked Advanced Encryption Standards. This attack is a known-plaintext attack, while the existing collision attacks are chosen-plaintext attacks. In addition, our method requires significantly fewer power measurements than any second-order differential power analysis or existing collision attacks.