• 제목/요약/키워드: central moment

검색결과 157건 처리시간 0.024초

The General Mornent of Non-central Wishart Distribution

  • Chul Kang;Kim, Byung-Chun
    • Journal of the Korean Statistical Society
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    • 제25권3호
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    • pp.393-406
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    • 1996
  • We obtain the general moment of non-central Wishart distribu-tion, using the J-th moment of a matrix quadratic form and the 2J-th moment of the matrix normal distribution. As an example, the second moment and kurtosis of non-central Wishart distribution are also investigated.

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상악 중절치 후방 이동시의 이동양상에 관한 유한요소법적 연구 (A STUDY ON THE PATTERN OF MOVEMENT DURING RETRACTION OF MAXILLARY CENTRAL INCISOR BY FINITE ELEMENT METHOD)

  • 장재완;손병화
    • 대한치과교정학회지
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    • 제21권3호
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    • pp.617-634
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    • 1991
  • The retraction of anterior teeth is one of the fundamental methods in orthodontic treatment and a proper position and angulation of anterior teeth after the retraction are very important for esthetics, stability, and function of teeth. In this research we analyzed, by Finite Element Method, the stress distribution on the periodontal ligament according to the variation of force and moment applied on the crown and predict the pattern of movement of maxillary central incisor. At the same time, the amount of force and moment caused by activation of the loop which was used for retraction of maxillary central incisor was analyzed by Finite Element Method. We observed the following results: 1) We could control the stress distribution on the periodontal ligament by proper moment/force ratio on maxillary right central incisor and predict the pattern of movement of maxillary right central incisor. 2) The amount of stress on the periodontal ligament as well as the moment/force ratio demanded by each pattern of movement increased as the destruction of alveolar bone was worse. 3) The moment/force ratio demanded by each pattern of movement decreased as the angle between the maxillary central incisor and occlusal plane decreased. 4) The force with the open loop was shown to be large compared to that with the closed loop. Also, the force with the helix decreased by 30% compared to that without the helix. 5) Under the same conditions we observed a larger moment/force ratio when the open loop and/or the helix were used.

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MAXIMAL INEQUALITIES AND AN APPLICATION UNDER A WEAK DEPENDENCE

  • HWANG, EUNJU;SHIN, DONG WAN
    • 대한수학회지
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    • 제53권1호
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    • pp.57-72
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    • 2016
  • We establish maximal moment inequalities of partial sums under ${\psi}$-weak dependence, which has been proposed by Doukhan and Louhichi [P. Doukhan and S. Louhichi, A new weak dependence condition and application to moment inequality, Stochastic Process. Appl. 84 (1999), 313-342], to unify weak dependence such as mixing, association, Gaussian sequences and Bernoulli shifts. As an application of maximal moment inequalities, a functional central limit theorem is developed for linear processes with ${\psi}$-weakly dependent innovations.

불포화 토양에서 유동하는 가스상 Volatile Organic Compounds의 출현곡선에 대한 고차 Temporal Moment의 분석 (Analysis of Higher Temporal Moments for Breakthrough Curves of Volatile Organic Compounds in Unsaturated Soil)

  • 김헌기
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제12권6호
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    • pp.60-69
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    • 2007
  • 토양에서 휘발성 유기화합물(VOC, volatile organic compound)의 유동특성을 이해하는 것은 오염물질의 확산을 예측하고 오염의 정도를 평가하며 대책을 수립하는 데 있어서 매우 중요하다. 토양과 같은 다공성매질에서 유동하는 물질의 출현곡선에 대한 모멘트의 분석을 통하여 화학물질의 유동속도, 플룸의 폭 및 비대칭정도를 평가할 수 있다. 본 연구에서는 실험실 규모의 토양 컬럼실험을 사용하여 VOC의 가스상 유동실험을 실시하였으며, 모두 네 가지의 VOC에 대하여 포화도(water saturation)범위 0.04-0.46에서 출현곡선을 측정하였다. 또한 포화도 0.21에서 열한가지의 VOC에 대하여 출현곡선을 측정하였다. 측정된 출현곡선의 중심 2차(central second)및 중심 3차(central third)모멘트는 포화도와 1차 모멘트(또는 지체상수)와 비교 분석되었다. VOC 출현곡선의 모멘트분석 결과 2차 및 3차 모멘트는 1차 모멘트의 2.23제곱 및 3.16제곱 함수로서 증가하였으며, 3차 모멘트가 2차 모멘트에 대하여 보다 민감하게 반응하였다. 이는 VOC가 토양가스상에서 이동할 때, 지체상수에 비례하여 가스 플룸의 폭과 비대칭성이 증가한다는 사실을 나타낸다.

ON RECURSIONS FOR MOMENTS OF A COMPOUND RANDOM VARIABLE: AN APPROACH USING AN AUXILIARY COUNTING RANDOM VARIABLE

  • Yoora Kim
    • East Asian mathematical journal
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    • 제39권3호
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    • pp.331-347
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    • 2023
  • We present an identity on moments of a compound random variable by using an auxiliary counting random variable. Based on this identity, we develop a new recurrence formula for obtaining the raw and central moments of any order for a given compound random variable.

Behavior of concrete-filled round-ended steel tubes under bending

  • Ding, Fa-xing;Zhang, Tao;Wang, Liping;Fu, Lei
    • Steel and Composite Structures
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    • 제25권4호
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    • pp.457-472
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    • 2017
  • The objective of this paper is to investigate the flexural behavior of concrete-filled round-ended steel tubes (CFRTs) under bending. Beam specimens were tested to investigate the mechanical behavior of the CFRTs, including four CFTs with different concrete strengths and steel ratios, and three CFRTs with varied aspect ratios. The load vs. deflection relationships and the failure modes for CFRTs were analyzed in detail. The composite action between the core concrete and steel tube was also discussed and examined based on the experimental results. In addition, ABAQUS program was used to develop the full-scale finite element model and analyze the effect of different parameters on the moment vs. curvature curves of the CFRTs bending about the major and minor axis, respectively. Furthermore, design formulas were proposed to estimate the ultimate moment and the flexural stiffness of the CFRTs, and the simplified theoretical model of the moment vs. curvature curves was also developed. The predicted results showed satisfactory agreement with the experimental and FE results. Finally, the differences of the experimental, FE and predicted results using the existing codes were illustrated.

Central Moments를 이용한 경계선 검출 (Edge Extraction Using Central Moments)

  • 김학상;김영모;박길흠;이광호;하영호
    • 대한전자공학회논문지
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    • 제25권10호
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    • pp.1244-1251
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    • 1988
  • 영상에서 명암도의 변화가 큰 영역을 경계선이라 하며 이는 영상을 분류하고 해석하는 가장 기본적인 특징 중의 하나이다. 본 논문에서는 central moments에 의한 새로운 경계선 검출 방법을 제안하였다. 제안된 방법은 서로 다르게 정의된 확률변수 및 확률밀도함수와 moment의 차수에 따라 여러 가지 특성을 가진 경계선을 검출하였다. 또한 미분이 아닌 창내의 명암도의 평균과 각 화소와의 차를 적분한 연산자로서 기존의 연산자보다 잡음에 우수하며 가늘고 섬세한 경계선을 검출하였다.

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Comparison of support vector machines enabled WAVELET algorithm, ANN and GP in construction of steel pallet rack beam to column connections: Experimental and numerical investigation

  • Hossein Hasanvand;Tohid Pourrostam;Javad Majrouhi Sardroud;Mohammad Hasan Ramasht
    • Structural Engineering and Mechanics
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    • 제87권1호
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    • pp.19-28
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    • 2023
  • This paper describes the experimental investigation of steel pallet rack beam-to-column connec-tions. Total behavior of moment-rotation (M-φ) curve and the effect of particular characteristics on the behavior of connection were studied and the associated load strain relationship and corre-sponding failure modes are presented. In this respect, an estimation of SPRBCCs moment and rotation are highly recommended in early stages of design and construction. In this study, a new approach based on Support Vector Machines (SVMs) coupled with discrete wavelet transform (DWT) is designed and adapted to estimate SPRBCCs moment and rotation according to four input parameters (column thickness, depth of connector and load, beam depth,). Results of SVM-WAVELET model was compared with genetic programming (GP) and artificial neural networks (ANNs) models. Following the results, SVM-WAVELET algorithm is helpful in order to enhance the accuracy compared to GP and ANN. It was conclusively observed that application of SVM-WAVELET is especially promising as an alternative approach to estimate the SPRBCCs moment and rotation.

RECURRENCE RELATIONS FOR HIGHER ORDER MOMENTS OF A COMPOUND BINOMIAL RANDOM VARIABLE

  • Kim, Donghyun;Kim, Yoora
    • East Asian mathematical journal
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    • 제34권1호
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    • pp.59-67
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    • 2018
  • We present new recurrence formulas for the raw and central moments of a compound binomial random variable. Our approach involves relating two compound binomial random variables that have parameters with a difference of 1 for the number of trials, but which have the same parameters for the success probability for each trial. As a consequence of our recursions, the raw and central moments of a binomial random variable are obtained in a recursive manner without the use of Stirling numbers.

Recurrence Formula for the Central Moments of Number of Successes with n Poisson Trials

  • Moon, Myung-Sang
    • Journal of the Korean Data and Information Science Society
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    • 제14권2호
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    • pp.385-391
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    • 2003
  • A sequence of n Bernoulli trials which violates the constant success probability assumption is termed as "Poisson trials". In this paper, the recurrence formula for the r-th central moment of number of successes with n Poisson trials is derived. Romanovsky's method, based on the differentiation of characteristic function, is used in the derivation of recurrence formula for the central moments of conventional binomial distribution. Romanovsky's method is applied to that of Poisson trials in this paper. Some central moment calculation results are given to compare the central moments of Poisson trials with those of conventional binomial distribution.

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