• 제목/요약/키워드: Stochastic Nature

검색결과 106건 처리시간 0.027초

Non-periodic motions and fractals of a circular arch under follower forces with small disturbances

  • Fukuchi, Nobuyoshi;Tanaka, Takashi
    • Steel and Composite Structures
    • /
    • 제6권2호
    • /
    • pp.87-101
    • /
    • 2006
  • The deformation and dynamic behavior mechanism of submerged shell-like lattice structures with membranes are in principle of a non-conservative nature as circulatory system under hydrostatic pressure and disturbance forces of various types, existing in a marine environment. This paper deals with a characteristic analysis on quasi-periodic and chaotic behavior of a circular arch under follower forces with small disturbances. The stability region chart of the disturbed equilibrium in an excitation field was calculated numerically. Then, the periodic and chaotic behaviors of a circular arch were investigated by executing the time histories of motion, power spectrum, phase plane portraits and the Poincare section. According to the results of these studies, the state of a dynamic aspect scenario of a circular arch could be shifted from one of quasi-oscillatory motion to one of chaotic motion. Moreover, the correlation dimension of fractal dynamics was calculated corresponding to stochastic behaviors of a circular arch. This research indicates the possibility of making use of the correlation dimension as a stability index.

확률적 재고시스템에서 조달기간수요에 대한 고찰

  • 박창규;추상목
    • 한국경영과학회:학술대회논문집
    • /
    • 한국경영과학회/대한산업공학회 2003년도 춘계공동학술대회
    • /
    • pp.1042-1047
    • /
    • 2003
  • Due to the Importance of lead time demand in the design of Inventory management systems. researchers and practitioners have paid continuous attention and a few analytic models using the compound distribution approach have been reported. However, since the nature or compound distributions is hardly amenable. the analytic models have been done by non-recognition of the compound nature or some components to reduce the analytic task. This study concerns some of the important aspects in the analytic models. Through the theoretic examination of the analytic model approach and the comparison with the rigid compound stochastic process approach. this study clarifies the assumptions implicitly made by the analytic models and provides some precautions in using the analytic models.

  • PDF

Numerical Simulation of Cosmic-Ray Acceleration

  • JONES T. W.
    • 천문학회지
    • /
    • 제34권4호
    • /
    • pp.231-235
    • /
    • 2001
  • Cosmic-ray acceleration, although physically important in many astrophysical contexts, is difficult to incorporate into numerical models,. because it involves microphysics that is generally far from thermodynamic equilibrium, and also because the length and time scales for that physics typically range over many orders of magnitude, reflecting the huge range of particle rigidities that must be represented. The most common accelerator models are stochastic in nature and involve nonequilibrium plasma properties that are also often poorly understood. Still, nature clearly finds a way to produce simple, robust and almost scale-free energy distributions for the cosmic-rays. Their importance has inspired a number of approaches to examining the production and transport of cosmic-ray particles in numerical simulations. I offer here a brief comparison of some of the methods that have been introduced.

  • PDF

RMS 가속도에 의한 인공 지진파 생성기법 (Generation of RMS Hazard-Compatible Artificial Earthquake Ground Motions)

  • 김진만
    • 한국지진공학회논문집
    • /
    • 제7권1호
    • /
    • pp.31-40
    • /
    • 2003
  • 지진응답 해석 시 불확실한 지진현상을 추정하여 설계지진파를 선정하는 것은 어려운 일 중의 하나이다. 게다가 제한된 숫자의 설계인자에 상응하는 지진파가 결코 유일하지 않다는 문제도 있다. 따라서 동일한 설계진도에 상응하는 여러 지진파들로부터 구한 응답치들이 서로 크게 차이가 날 수 있다. 본 논문은 이 같은 지진하중의 불확실성을 체계적으로 고려하는 실용적인 지진파 생성 기법을 제시한다. 이 기법은 에너지 개념의 RMS 지진가속도에 기반하며 주요 지진파 설계인자의 불확실성을 고려한다. 시뮬레이션을 통해, 이 새로운 RMS 기법이 지진재해에 상응하는 지진파를 대량 생성하는 경우에 적합하며 따라서 소량의 지진파 생성에 적합한 기존의 방법들과 비교할 때 특히 확률론적 지진응답 해석 시 유용하다는 점을 확인하였다.

Tracking Position Control of DC Servo Motor in LonWorks/IP Network

  • Song, Ki-Won;Choi, Gi-Sang;Choi, Gi-Heung
    • International Journal of Control, Automation, and Systems
    • /
    • 제6권2호
    • /
    • pp.186-193
    • /
    • 2008
  • The Internet's low cost and ubiquity present an attractive option for real-time distributed control of processes on the factory floor. When integrated with the Internet, the LonWorks open control network can give ubiquitous accessibility with the distributed control nature of information on the factory floor. One of the most important points in real-time distributed control of processes is timely response. There are many processes on the factory floor that require timely response. However, the uncertain time delay inherent in the network makes it difficult to guarantee timely response in many cases. Especially, the transmission characteristics of the LonWorks/IP network show a highly stochastic nature. Therefore, the time delay problem has to be resolved to achieve high performance and quality of the real-time distributed control of the process in the LonWorks/IP Virtual Device Network (VDN). It should be properly predicted and compensated. In this paper, a new distributed control scheme that can compensate for the effects of the time delay in the network is proposed. It is based on the PID controller augmented with the Smith predictor and disturbance observer. Designing methods for output feedback filter and disturbance observer are also proposed. Tracking position control experiment of a geared DC Servo motor is performed using the proposed control method. The performance of the proposed controller is compared with that of the Internal Model Controller (IMC) with the Smith predictor. The result shows that the performance is improved and guaranteed by augmenting a PID controller with both the Smith predictor and disturbance observer under the stochastic time delay in the LonWorks/IP VDN.

Modal parameters identification of heavy-haul railway RC bridges - experience acquired

  • Sampaio, Regina;Chan, Tommy H.T.
    • Structural Monitoring and Maintenance
    • /
    • 제2권1호
    • /
    • pp.1-18
    • /
    • 2015
  • Traditionally, it is not easy to carry out tests to identify modal parameters from existing railway bridges because of the testing conditions and complicated nature of civil structures. A six year (2007-2012) research program was conducted to monitor a group of 25 railway bridges. One of the tasks was to devise guidelines for identifying their modal parameters. This paper presents the experience acquired from such identification. The modal analysis of four representative bridges of this group is reported, which include B5, B15, B20 and B58A, crossing the Caraj$\acute{a}$s railway in northern Brazil using three different excitations sources: drop weight, free vibration after train passage, and ambient conditions. To extract the dynamic parameters from the recorded data, Stochastic Subspace Identification and Frequency Domain Decomposition methods were used. Finite-element models were constructed to facilitate the dynamic measurements. The results show good agreement between the measured and computed natural frequencies and mode shapes. The findings provide some guidelines on methods of excitation, record length of time, methods of modal analysis including the use of projected channel and harmonic detection, helping researchers and maintenance teams obtain good dynamic characteristics from measurement data.

Regional Financial Development, Firm Heterogeneity and Investment Efficiency

  • Zhang, Ruonan;Yin, Hong
    • The Journal of Asian Finance, Economics and Business
    • /
    • 제5권4호
    • /
    • pp.73-83
    • /
    • 2018
  • The purpose of this paper is to examine the relationship between regional financial development and corporate investment efficiency as well as the relationship between firm-level characteristics and corporate investment efficiency. Using a large sample of A-listed companies in China from CSMAR database between 2003 and 2016, this paper explores corporate investment efficiency and its influencing factors in emerging market on the basis of heterogeneous stochastic frontier model. The results show that: (1) the average investment efficiency of Chinese listed companies is 74.5%, and the investment efficiency of large enterprises, state-owned enterprises and enterprises with relatively high financial development level is significantly higher; (2) compared with average corporate investment efficiency in the year 2003, the investment efficiency of different types of enterprises in 2016 is significantly higher, and the gap is gradually widening; (3) enterprise heterogeneity namely firm size, nature of property right, and institutional environment reflected by the level of regional financial development indirectly affects corporate investment efficiency by influencing the financing constraints and uncertainty. The findings suggest that to improve corporate investment efficiency in emerging market, financial market should be accelerated, regional balance should be restored and the differences among regions, industries and differences between public and private sectors should be eliminated.

Network 모델을 이용한 입상여과공정의 전이상태 해석에 대한 연구 (A Study on the Transient State of Deep Bed Filtration by the Network Model)

  • 주창업
    • 청정기술
    • /
    • 제12권4호
    • /
    • pp.224-231
    • /
    • 2006
  • 현탁액중의 부유입자를 제거하는 입상여과공정을 Network 모델을 이용하여 여과효율과 압력손실에 대해 예측하였다. 구형 여재로 구성되어 있는 여재 층을 node와 원통형 bond로 구성된 network로 가정하였으며 여과 공정을 통해 부유입자는 bond 표면에 포집된다. 원통형 bond에서의 여과효율은 bond의 세공부피를 단위 cell의 유체 막 부피로 가정하여 입자의 경로 분석을 이용하여 구하였으며, 포집된 부유입자가 추가적인 여재로서의 역할은 bond 세공이 좁아짐에 따른 효율 증가로 나타내었다. 또한 세공이 좁아짐에 따른 압력손실도 예측하였다. 본 network 모델의 세공 분포를 부여하는 과정의 stochastic한 성질로 인하여 많은 전산모사가 필요하지만, 본 모델을 이용하여 여과효율과 압력손실을 동시에 예측할 수 있었다.

  • PDF

LHS기법을 이용한 불연속암반구조물의 확률유한요소해석기법개발 (Development of Stochastic Finite Element Model for Underground Structure with Discontinuous Rock Mass Using Latin Hypercube Sampling Technique)

  • 최규섭;정영수
    • 전산구조공학
    • /
    • 제10권4호
    • /
    • pp.143-154
    • /
    • 1997
  • 본 연구에서는 지하암반구조물의 구조해석시 불연속암반체의 물성변이를 고려할 수 있는 확률론적 해석기법을 개발하였다. 수치해석적 접근은 몬테칼로모사기법의 단점을 보완한 LHS기법을 사용하였고, 불연속면의 영향은 단층, 벽개 등과 같이 불연속성이 뚜렷한 지역에서 적용성이 높은 절리유한요소모델을 사용하였다. 재료특성에 대한 확률변수는 불연속면의 수직강성과 전단강성을 다확률변수로 사용하였으며, 이들은 확률공간에서 정규분포를 갖는 경우에 대하여 고려하였다. 본 연구에서 개발된 수치해석프로그램은 검증예제를 통하여 타당성을 확인하였으며, 가상의 불연속면군이 존재하는 지하원형공동에 대한 해석을 통하여 프로그램의 적용성을 확인하였다.

  • PDF

Modeling mesoscale uncertainty for concrete in tension

  • Tregger, Nathan;Corr, David;Graham-Brady, Lori;Shah, Surendra
    • Computers and Concrete
    • /
    • 제4권5호
    • /
    • pp.347-362
    • /
    • 2007
  • Due to heterogeneities at all scales, concrete exhibits significant variability in mechanical behavior from sample to sample. An understanding of the fundamental mechanical performance of concrete must therefore be embedded in a stochastic framework. The current work attempts to address the connection between a two-dimensional concrete mesostructure and the random local material properties associated within that mesostructure. This work builds on previous work that has focused on the random configuration of concrete mesostructures. This was accomplished by developing an understanding of the effects of variations in the mortar strength and the mortar-aggregate interfacial strength in given deterministic mesostructural configurations. The results are assessed through direct tension tests that are validated by comparing experimental results of two different, pre-arranged mesostructures, with the intent of isolating the effect of local variations in strength. Agreement is shown both in mechanical property values as well as the qualitative nature of crack initiation and propagation.