• 제목/요약/키워드: Time Behavior

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시간종속적 하중이 작용하는 구조물의 동특성 (Dynamic behavior of a supporting structure subjected to a force of time dependent frequency)

  • 정태진;박영조
    • 오토저널
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    • 제8권4호
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    • pp.66-72
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    • 1986
  • Numerical analysis has been made on the dynamic behavior of a supporting structure subjected to a force of time dependent frequency. The effect of solid viscosity is studied when the frequency of external force passes through the first critical frequency of the simple beam for four times. Within the Euler-Bernoulli beam theory, the solutions are obtained by using finite Fourier and Laplace transformation methods with respect to space and time variables. The result shows that the maximum value of the dynamic deflection is considerably affected by the value of the solid viscosity as well as the frequency difference The maximum dynamic deflection is found to occur in the frequency lower limit C of 0.85-0.985 in the presence of the solid viscosity.

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가열기판 및 비가열 기판에 증착한 ITO 박막의 결정화 거동 (Crystallization behavior of ITO thin films sputtered on substrates with and without heating)

  • 박주오;이준형;김정주;조상희
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2003년도 제5회 영호남 학술대회 논문집
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    • pp.89-92
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    • 2003
  • ITO thin films were deposited by RF-magnetron sputtering method and crystallization behavior of the films with and without external heating as a function of deposition time was examined. X-ray diffraction results indicated an amorphous state of the film when the deposition time is short about 10 min. When the deposition time was increased over 20 min development of crystallization of the films is observed. Because RF-sputtering transfers the high-energy to the growing film by energetic bombardment, it is believed that considerable activation energy for the crystallization of the film has transferred during deposition, which resulted in the crystallization of ITO thin films without external energy supply.

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Dynamic simulation models for seismic behavior of soil systems - Part II: Solution algorithm and numerical applications

  • Sahin, Abdurrahman
    • Geomechanics and Engineering
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    • 제9권2호
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    • pp.169-193
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    • 2015
  • This paper is the second part of the study for determining the seismic behavior of soil systems. The aim of this part is to present solution approaches for determining seismic site amplification. For this purpose, two solution techniques are used. The first technique is equivalent linear analysis which is mostly used in literature. The other technique is real time parameter updating approach and this approach uses the possibilities of Simulink effectively. A graphical user interfaced (GUI) program called DTASSA standing for Discrete-Time Analysis of Seismic Site Amplification is developed. In DTASSA, automatic block diagram producing system is developed and seismic site amplification for multiple soil layers may easily be investigated in real time. Numerical applications have been carried out to check the reliability of developed algorithm. The results of DTASSA are compared with SUA, EERA and NERA programs for the particular example problems.

스케줄링 가능성 분석을 위한 UML 기반의 실시간 내장형 시스템 모델링 (A tudy on UML based Modeling of a Real-Time Enbedded Systems for analysing Schedulability)

  • 이재익;강순주;서대화
    • 한국정보과학회:학술대회논문집
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    • 한국정보과학회 1998년도 가을 학술발표논문집 Vol.25 No.2 (1)
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    • pp.573-575
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    • 1998
  • 실시간 내장형 시스템(real-time embedded system)의 반응 동작(reactive behavior)을 정확하게 분석하기 위해서 상태차트(statechart)에 바탕을 둔 객체 지향 모델링 방법론들이 많이 사용되고 있다. 하지만 이들 방법론들은 경성 실시간 시스템(hard real-time system)이라면 반드시 고려해야할 스케줄링 가능성분석(scheduability analysis)에 필요한 시간에 대한 정보와 시간 제약을 정확히 나타내지 못하는 문제점이 있다. 본 논문에서는 최근 OMG(Object Management Group)에서 객체 지향개발의 기준으로 채택된 UML(Unifies Modeling Language) ver1.1을 사용하여 실시간 내장형 시스템의 반응 동작과 시스템의 시제 동작(temporal behavior)을 모델링하여, 모델링된 시스템이 스케줄링 가능성 분석이 효과적으로 이루어지는 방안을 제안한다.

WC-Co 초경합금의 산화거동 (Oxidation Behavior of WC-Co Hardmetal)

  • 이길근;권한상;하국현
    • 한국분말재료학회지
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    • 제11권2호
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    • pp.111-117
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    • 2004
  • The oxidation behavior of 91 WC-9Co hardmetal in weight percentage has been studied in the present work as a part of the development of recycling process. The morphological and compositional changes of the WC-Co hardmetal with oxidation time at 90$0^{\circ}C$ were analyzed by using surface observation and X-ray diffraction. respective]y. As the oxidation time increased, the WC-Co hardmetal was continuously expanded to form porous oxide mixtures of $CoWO_4$ and $WO_3$. The morphology of porous oxide mixture was basically dependent on initial shape of the WC-Co hardmetal. From thermo-gravimetric (TG) analysis, it was found that the oxidation rate was increased with increasing oxidation temperature and oxygen content in the flowing atmospheric gas. The fraction of oxidation versus time curves showed S-curve relationship at a given of oxidation temperature. These oxidation behaviors of the WC-Co hardmetal were discussed in terms of previously proposed kinetic models.

구조물의 운동에 대한 실시간 측정시스템 개발 (Real-time Measurement System for 3D Motion of a Body)

  • 김원진;윤혜성
    • 한국생산제조학회지
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    • 제23권5호
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    • pp.428-434
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    • 2014
  • Measurement of the absolute displacement of the moving machinery components in three-dimensions (3D) is of critical functional importance. This paper describes the system that measures motion associated with six degrees-of-freedom in 3D. Wire-sensors are used to estimate the positions of an object in a 3D Cartesian coordinate system, based on the values of their initial position and the measured values. For inducing the transfer function, which represents the motion of an object, the number of the minimum measurement points is determined. Also, the experimental measuring device is configured to visualize the behavior of a rectangular object in real-time. The software for measuring the six types of motions is directly programmed using a commercial software.

연속 프리스트레스트 콘크리트 거더교에서 건조수축과 크리프의 영향 (Shrinkage and Creep Effects on Continuous Prestressed Concrete Girder Bridges)

  • 조선규;윤석구;이종민;최연왕;정지승
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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    • pp.417-420
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    • 2004
  • The Prestressed concrete girder bridges(PSC girder bridges), consisting of prestressed concrete girders and cast-in-place deck slabs, are sensitive to creep and shrinkage of concrete. Shrinkage and creep produce additional internal forces md deformations in PSC girder bridges. The long-term behavior of the PSC girder bridges depends on time-dependent properties of materials, amount of prestressing, methods and sequences of construction and age at loading. The purpose of this study is to predict the long-term behavior of PSC girder bridge. For this purpose, Computer program for Time-dependent analysis of PSC girder bridge has been developed. thereafter, Time-dependent analysis using developed computer program was carried out about 3-span continuous PSC girder bridges. Various construction timing sequences were used for parametric study.

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사랑의 수학적 모델링과 거동 해석 (Mathematical Modelling of Love and its Nonlinear Analysis)

  • 김순환;손영우;배영철
    • 한국전자통신학회논문지
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    • 제9권11호
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    • pp.1297-1304
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    • 2014
  • 사람의 감정 중의 하나인 사랑은 사회학과 심리학에서 주된 관심사로 연구되어 왔다. 본 논문에서는 로미오와 줄리엣의 사랑 방정식[ ]에서 이들의 거동을 시계열과 위상 공간으로 나타내고, 이들 사이에 외부적인 자극인 3자가 개입했을 때의 관계를 시계열과 위상 공간으로 나타내어 이들 사이의 거동 관계를 분석한다.

Computations of the Lyapunov exponents from time series

  • Kim, Dong-Seok;Park, Eun-Young
    • Journal of the Korean Data and Information Science Society
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    • 제23권3호
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    • pp.595-604
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    • 2012
  • In this article, we consider chaotic behavior happened in nonsmooth dynamical systems. To quantify such a behavior, a computation of Lyapunov exponents for chaotic orbits of a given nonsmooth dynamical system is focused. The Lyapunov exponent is a very important concept in chaotic theory, because this quantity measures the sensitive dependence on initial conditions in dynamical systems. Therefore, Lyapunov exponents can decide whether an orbit is chaos or not. To measure the sensitive dependence on initial conditions for nonsmooth dynamical systems, the calculation of Lyapunov exponent plays a key role, but in a theoretical point of view or based on the definition of Lyapunov exponents, Lyapunov exponents of nonsmooth orbit could not be calculated easily, because the Jacobian derivative at some point in the orbit may not exists. We use an algorithmic calculation method for computing Lyapunov exponents using time series for a two dimensional piecewise smooth dynamic system.

Layered model of aging concrete. General concept and one-dimensional applications

  • Truty, Andrzej;Szarlinski, Jan;Podles, Krzysztof
    • Computers and Concrete
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    • 제17권6호
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    • pp.703-721
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    • 2016
  • A novel approach to modeling concrete behavior at the stage of its maturing is presented in this paper. This approach assumes that at any point in the structure, concrete is composed of a set of layers that are activated in time layer by layer, based on amount of released heat that is produced during process of the concrete's maturing. This allows one to assume that each newly created layer has nominal stiffness moduli and tensile/compressive strengths. Hence introduction of explicit stiffness moduli and tensile/compressive strength dependencies on time, or equivalent time state parameter, is not needed. Analysis of plain concrete (PC) and reinforced concrete (RC) structures, especially massive ones, subjected to any kind of straining in their early stage of existence, mostly due to external loads but especially by thermal loading and shrinkage, is the goal of the approach. In this article a simple elasto-plastic softening model with creep is used for each layer and a general layered model behavior is illustrated on one-dimensional (1D) examples.