The Energy Goodness-Of-Fit Test for Univariate Stable Distributions
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A Modified Energy Statistic for Unsupervised Anomaly Detection
A Modified Energy Statistic for Unsupervised Anomaly Detection Rupam Mukherjee GE Research, Bangalore, Karnataka, 560066, India [email protected], [email protected] ABSTRACT value. Anomaly is flagged when the distance metric exceeds a threshold and an alert is generated, thereby preventing sud- For prognostics in industrial applications, the degree of an- den unplanned failures. Although as is captured in (Goldstein omaly of a test point from a baseline cluster is estimated using & Uchida, 2016), anomaly may be both supervised and un- a statistical distance metric. Among different statistical dis- supervised in nature depending on the availability of labelled tance metrics, energy distance is an interesting concept based ground-truth data, in this paper anomaly detection is consid- on Newton’s Law of Gravitation, promising simpler comput- ered to be the unsupervised version which is more convenient ation than classical distance metrics. In this paper, we re- and more practical in many industrial systems. view the state of the art formulations of energy distance and point out several reasons why they are not directly applica- Choice of the statistical distance formulation has an important ble to the anomaly-detection problem. Thereby, we propose impact on the effectiveness of RUL estimation. In literature, a new energy-based metric called the -statistic which ad- statistical distances are described to be of two types as fol- P dresses these issues, is applicable to anomaly detection and lows. retains the computational simplicity of the energy distance. We also demonstrate its effectiveness on a real-life data-set. 1. Divergence measures: These estimate the distance (or, similarity) between probability distributions. -
Factor of Safety and Probability of Failure
Factor of safety and probability of failure Introduction How does one assess the acceptability of an engineering design? Relying on judgement alone can lead to one of the two extremes illustrated in Figure 1. The first case is economically unacceptable while the example illustrated in the drawing on the right violates all normal safety standards. Figure 1: Rockbolting alternatives involving individual judgement. (Drawings based on a cartoon in a brochure on rockfalls published by the Department of Mines of Western Australia.) Sensitivity studies The classical approach used in designing engineering structures is to consider the relationship between the capacity C (strength or resisting force) of the element and the demand D (stress or disturbing force). The Factor of Safety of the structure is defined as F = C/D and failure is assumed to occur when F is less than unity. Factor of safety and probability of failure Rather than base an engineering design decision on a single calculated factor of safety, an approach which is frequently used to give a more rational assessment of the risks associated with a particular design is to carry out a sensitivity study. This involves a series of calculations in which each significant parameter is varied systematically over its maximum credible range in order to determine its influence upon the factor of safety. This approach was used in the analysis of the Sau Mau Ping slope in Hong Kong, described in detail in another chapter of these notes. It provided a useful means of exploring a range of possibilities and reaching practical decisions on some difficult problems. -
Package 'Energy'
Package ‘energy’ May 27, 2018 Title E-Statistics: Multivariate Inference via the Energy of Data Version 1.7-4 Date 2018-05-27 Author Maria L. Rizzo and Gabor J. Szekely Description E-statistics (energy) tests and statistics for multivariate and univariate inference, including distance correlation, one-sample, two-sample, and multi-sample tests for comparing multivariate distributions, are implemented. Measuring and testing multivariate independence based on distance correlation, partial distance correlation, multivariate goodness-of-fit tests, clustering based on energy distance, testing for multivariate normality, distance components (disco) for non-parametric analysis of structured data, and other energy statistics/methods are implemented. Maintainer Maria Rizzo <[email protected]> Imports Rcpp (>= 0.12.6), stats, boot LinkingTo Rcpp Suggests MASS URL https://github.com/mariarizzo/energy License GPL (>= 2) NeedsCompilation yes Repository CRAN Date/Publication 2018-05-27 21:03:00 UTC R topics documented: energy-package . .2 centering distance matrices . .3 dcor.ttest . .4 dcov.test . .6 dcovU_stats . .8 disco . .9 distance correlation . 12 edist . 14 1 2 energy-package energy.hclust . 16 eqdist.etest . 19 indep.etest . 21 indep.test . 23 mvI.test . 25 mvnorm.etest . 27 pdcor . 28 poisson.mtest . 30 Unbiased distance covariance . 31 U_product . 32 Index 34 energy-package E-statistics: Multivariate Inference via the Energy of Data Description Description: E-statistics (energy) tests and statistics for multivariate and univariate inference, in- cluding distance correlation, one-sample, two-sample, and multi-sample tests for comparing mul- tivariate distributions, are implemented. Measuring and testing multivariate independence based on distance correlation, partial distance correlation, multivariate goodness-of-fit tests, clustering based on energy distance, testing for multivariate normality, distance components (disco) for non- parametric analysis of structured data, and other energy statistics/methods are implemented. -
5.1 Convergence in Distribution
556: MATHEMATICAL STATISTICS I CHAPTER 5: STOCHASTIC CONVERGENCE The following definitions are stated in terms of scalar random variables, but extend naturally to vector random variables defined on the same probability space with measure P . Forp example, some results 2 are stated in terms of the Euclidean distance in one dimension jXn − Xj = (Xn − X) , or for se- > quences of k-dimensional random variables Xn = (Xn1;:::;Xnk) , 0 1 1=2 Xk @ 2A kXn − Xk = (Xnj − Xj) : j=1 5.1 Convergence in Distribution Consider a sequence of random variables X1;X2;::: and a corresponding sequence of cdfs, FX1 ;FX2 ;::: ≤ so that for n = 1; 2; :: FXn (x) =P[Xn x] : Suppose that there exists a cdf, FX , such that for all x at which FX is continuous, lim FX (x) = FX (x): n−!1 n Then X1;:::;Xn converges in distribution to random variable X with cdf FX , denoted d Xn −! X and FX is the limiting distribution. Convergence of a sequence of mgfs or cfs also indicates conver- gence in distribution, that is, if for all t at which MX (t) is defined, if as n −! 1, we have −! () −!d MXi (t) MX (t) Xn X: Definition : DEGENERATE DISTRIBUTIONS The sequence of random variables X1;:::;Xn converges in distribution to constant c if the limiting d distribution of X1;:::;Xn is degenerate at c, that is, Xn −! X and P [X = c] = 1, so that { 0 x < c F (x) = X 1 x ≥ c Interpretation: A special case of convergence in distribution occurs when the limiting distribution is discrete, with the probability mass function only being non-zero at a single value, that is, if the limiting random variable is X, then P [X = c] = 1 and zero otherwise. -
Estimation of Common Location and Scale Parameters in Nonregular Cases Ahmad Razmpour Iowa State University
Iowa State University Capstones, Theses and Retrospective Theses and Dissertations Dissertations 1982 Estimation of common location and scale parameters in nonregular cases Ahmad Razmpour Iowa State University Follow this and additional works at: https://lib.dr.iastate.edu/rtd Part of the Statistics and Probability Commons Recommended Citation Razmpour, Ahmad, "Estimation of common location and scale parameters in nonregular cases " (1982). Retrospective Theses and Dissertations. 7528. https://lib.dr.iastate.edu/rtd/7528 This Dissertation is brought to you for free and open access by the Iowa State University Capstones, Theses and Dissertations at Iowa State University Digital Repository. It has been accepted for inclusion in Retrospective Theses and Dissertations by an authorized administrator of Iowa State University Digital Repository. For more information, please contact [email protected]. INFORMATION TO USERS This reproduction was made from a copy of a document sent to us for microfilming. While the most advanced technology has been used to photograph and reproduce this document, the quality of the reproduction is heavily dependent upon the quality of the material submitted. The following explanation of techniques is provided to help clarify markings or notations which may appear on this reproduction. 1. The sign or "target" for pages apparently lacking from the document photographed is "Missing Page(s)". If it was possible to obtain the missing page(s) or section, they are spliced into the film along with adjacent pages. This may have necessitated cutting through an image and duplicating adjacent pages to assure complete continuity. 2. When an image on the film is obliterated with a round black mark, it is an indication of either blurred copy because of movement during exposure, duplicate copy, or copyrighted materials that should not have been filmed. -
A Comparison of Unbiased and Plottingposition Estimators of L
WATER RESOURCES RESEARCH, VOL. 31, NO. 8, PAGES 2019-2025, AUGUST 1995 A comparison of unbiased and plotting-position estimators of L moments J. R. M. Hosking and J. R. Wallis IBM ResearchDivision, T. J. Watson ResearchCenter, Yorktown Heights, New York Abstract. Plotting-positionestimators of L momentsand L moment ratios have several disadvantagescompared with the "unbiased"estimators. For generaluse, the "unbiased'? estimatorsshould be preferred. Plotting-positionestimators may still be usefulfor estimatingextreme upper tail quantilesin regional frequencyanalysis. Probability-Weighted Moments and L Moments •r+l-" (--1)r • P*r,k Olk '- E p *r,!•[J!•. Probability-weightedmoments of a randomvariable X with k=0 k=0 cumulativedistribution function F( ) and quantile function It is convenient to define dimensionless versions of L mo- x( ) were definedby Greenwoodet al. [1979]to be the quan- tities ments;this is achievedby dividingthe higher-orderL moments by the scale measure h2. The L moment ratios •'r, r = 3, Mp,ra= E[XP{F(X)}r{1- F(X)} s] 4, '", are definedby ßr-" •r/•2 ß {X(u)}PUr(1 -- U)s du. L momentratios measure the shapeof a distributionindepen- dently of its scaleof measurement.The ratios *3 ("L skew- ness")and *4 ("L kurtosis")are nowwidely used as measures Particularlyuseful specialcases are the probability-weighted of skewnessand kurtosis,respectively [e.g., Schaefer,1990; moments Pilon and Adamowski,1992; Royston,1992; Stedingeret al., 1992; Vogeland Fennessey,1993]. 12•r= M1,0, r = •01 (1 - u)rx(u) du, Estimators Given an ordered sample of size n, Xl: n • X2:n • ''' • urx(u) du. X.... there are two establishedways of estimatingthe proba- /3r--- Ml,r, 0 =f01 bility-weightedmoments and L moments of the distribution from whichthe samplewas drawn. -
Probabilistic Stability Analysis
TABLE OF CONTENTS Page A-7 Probabilistic Limit State Analysis ....................................................... A-7-1 A-7.1 Key Concepts ....................................................................... A-7-1 A-7.2 Example: FOSM and MC Analysis for Heave at the Toe of a Levee ................................................................. A-7-4 A-7.3 Example: RCC Gravity Dam Stability .............................. A-7-14 A-7.4 Example: Screening-Level Check of Embankment Post-Liquefaction Stability ............................................ A-7-19 A-7.5 Example: Foundation Rock Wedge Stability .................... A-7-23 A-7.6 Model Uncertainty ............................................................. A-7-26 A-7.7 References .......................................................................... A-7-28 Tables Page A-7-1 Variables in Levee Heave Analysis ................................................. A-7-7 A-7-2 FOSM Calculations for Water Surface at Levee Crest .................... A-7-8 A-7-3 Variable Distributions for MC Simulation .................................... A-7-11 A-7-4 Comparison of MC and FOSM Analysis Results .......................... A-7-12 A-7-5 Correlation Coefficients for Water Surface at the Levee Crest ..... A-7-13 A-7-6 Comparison of MC and FOSM Sensitivity Analysis Results ........ A-7-13 A-7-7 Summary of Concrete Input Properties .......................................... A-7-16 A-7-8 RCC Dam Sensitivity Rankings..................................................... A-7-18 A-7-9 Summary -
The Asymmetric T-Copula with Individual Degrees of Freedom
The Asymmetric t-Copula with Individual Degrees of Freedom d-fine GmbH Christ Church University of Oxford A thesis submitted for the degree of MSc in Mathematical Finance Michaelmas 2012 Abstract This thesis investigates asymmetric dependence structures of multivariate asset returns. Evidence of such asymmetry for equity returns has been reported in the literature. In order to model the dependence structure, a new t-copula approach is proposed called the skewed t-copula with individ- ual degrees of freedom (SID t-copula). This copula provides the flexibility to assign an individual degree-of-freedom parameter and an individual skewness parameter to each asset in a multivariate setting. Applying this approach to GARCH residuals of bivariate equity index return data and using maximum likelihood estimation, we find significant asymmetry. By means of the Akaike information criterion, it is demonstrated that the SID t-copula provides the best model for the market data compared to other copula approaches without explicit asymmetry parameters. In addition, it yields a better fit than the conventional skewed t-copula with a single degree-of-freedom parameter. In a model impact study, we analyse the errors which can occur when mod- elling asymmetric multivariate SID-t returns with the symmetric multi- variate Gauss or standard t-distribution. The comparison is done in terms of the risk measures value-at-risk and expected shortfall. We find large deviations between the modelled and the true VaR/ES of a spread posi- tion composed of asymmetrically distributed risk factors. Going from the bivariate case to a larger number of risk factors, the model errors increase. -
Estimation of Α-Stable Sub-Gaussian Distributions for Asset Returns
Estimation of α-Stable Sub-Gaussian Distributions for Asset Returns Sebastian Kring, Svetlozar T. Rachev, Markus Hochst¨ otter¨ , Frank J. Fabozzi Sebastian Kring Institute of Econometrics, Statistics and Mathematical Finance School of Economics and Business Engineering University of Karlsruhe Postfach 6980, 76128, Karlsruhe, Germany E-mail: [email protected] Svetlozar T. Rachev Chair-Professor, Chair of Econometrics, Statistics and Mathematical Finance School of Economics and Business Engineering University of Karlsruhe Postfach 6980, 76128 Karlsruhe, Germany and Department of Statistics and Applied Probability University of California, Santa Barbara CA 93106-3110, USA E-mail: [email protected] Markus Hochst¨ otter¨ Institute of Econometrics, Statistics and Mathematical Finance School of Economics and Business Engineering University of Karlsruhe Postfach 6980, 76128, Karlsruhe, Germany Frank J. Fabozzi Professor in the Practice of Finance School of Management Yale University New Haven, CT USA 1 Abstract Fitting multivariate α-stable distributions to data is still not feasible in higher dimensions since the (non-parametric) spectral measure of the characteristic func- tion is extremely difficult to estimate in dimensions higher than 2. This was shown by Chen and Rachev (1995) and Nolan, Panorska and McCulloch (1996). α-stable sub-Gaussian distributions are a particular (parametric) subclass of the multivariate α-stable distributions. We present and extend a method based on Nolan (2005) to estimate the dispersion matrix of an α-stable sub-Gaussian dis- tribution and estimate the tail index α of the distribution. In particular, we de- velop an estimator for the off-diagonal entries of the dispersion matrix that has statistical properties superior to the normal off-diagonal estimator based on the covariation. -
Parameter Specification of the Beta Distribution and Its Dirichlet
%HWD'LVWULEXWLRQVDQG,WV$SSOLFDWLRQV 3DUDPHWHU6SHFLILFDWLRQRIWKH%HWD 'LVWULEXWLRQDQGLWV'LULFKOHW([WHQVLRQV 8WLOL]LQJ4XDQWLOHV -5HQpYDQ'RUSDQG7KRPDV$0D]]XFKL (Submitted January 2003, Revised March 2003) I. INTRODUCTION.................................................................................................... 1 II. SPECIFICATION OF PRIOR BETA PARAMETERS..............................................5 A. Basic Properties of the Beta Distribution...............................................................6 B. Solving for the Beta Prior Parameters...................................................................8 C. Design of a Numerical Procedure........................................................................12 III. SPECIFICATION OF PRIOR DIRICHLET PARAMETERS................................. 17 A. Basic Properties of the Dirichlet Distribution...................................................... 18 B. Solving for the Dirichlet prior parameters...........................................................20 IV. SPECIFICATION OF ORDERED DIRICHLET PARAMETERS...........................22 A. Properties of the Ordered Dirichlet Distribution................................................. 23 B. Solving for the Ordered Dirichlet Prior Parameters............................................ 25 C. Transforming the Ordered Dirichlet Distribution and Numerical Stability ......... 27 V. CONCLUSIONS........................................................................................................ 31 APPENDIX................................................................................................................... -
Independence Measures
INDEPENDENCE MEASURES Beatriz Bueno Larraz M´asteren Investigaci´one Innovaci´onen Tecnolog´ıasde la Informaci´ony las Comunicaciones. Escuela Polit´ecnica Superior. M´asteren Matem´aticasy Aplicaciones. Facultad de Ciencias. UNIVERSIDAD AUTONOMA´ DE MADRID 09/03/2015 Advisors: Alberto Su´arezGonz´alez Jo´seRam´onBerrendero D´ıaz ii Acknowledgements This work would not have been possible without the knowledge acquired during both Master degrees. Their subjects have provided me essential notions to carry out this study. The fulfilment of this Master's thesis is the result of the guidances, suggestions and encour- agement of professors D. Jos´eRam´onBerrendero D´ıazand D. Alberto Su´arezGonzalez. They have guided me throughout these months with an open and generous spirit. They have showed an excellent willingness facing the doubts that arose me, and have provided valuable observa- tions for this research. I would like to thank them very much for the opportunity of collaborate with them in this project and for initiating me into research. I would also like to express my gratitude to the postgraduate studies committees of both faculties, specially to the Master's degrees' coordinators. All of them have concerned about my situation due to the change of the normative, and have answered all the questions that I have had. I shall not want to forget, of course, of my family and friends, who have supported and encouraged me during all this time. iii iv Contents 1 Introduction 1 2 Reproducing Kernel Hilbert Spaces (RKHS)3 2.1 Definitions and principal properties..........................3 2.2 Characterizing reproducing kernels..........................6 3 Maximum Mean Discrepancy (MMD) 11 3.1 Definition of MMD.................................. -
Package 'Distributional'
Package ‘distributional’ February 2, 2021 Title Vectorised Probability Distributions Version 0.2.2 Description Vectorised distribution objects with tools for manipulating, visualising, and using probability distributions. Designed to allow model prediction outputs to return distributions rather than their parameters, allowing users to directly interact with predictive distributions in a data-oriented workflow. In addition to providing generic replacements for p/d/q/r functions, other useful statistics can be computed including means, variances, intervals, and highest density regions. License GPL-3 Imports vctrs (>= 0.3.0), rlang (>= 0.4.5), generics, ellipsis, stats, numDeriv, ggplot2, scales, farver, digest, utils, lifecycle Suggests testthat (>= 2.1.0), covr, mvtnorm, actuar, ggdist RdMacros lifecycle URL https://pkg.mitchelloharawild.com/distributional/, https: //github.com/mitchelloharawild/distributional BugReports https://github.com/mitchelloharawild/distributional/issues Encoding UTF-8 Language en-GB LazyData true Roxygen list(markdown = TRUE, roclets=c('rd', 'collate', 'namespace')) RoxygenNote 7.1.1 1 2 R topics documented: R topics documented: autoplot.distribution . .3 cdf..............................................4 density.distribution . .4 dist_bernoulli . .5 dist_beta . .6 dist_binomial . .7 dist_burr . .8 dist_cauchy . .9 dist_chisq . 10 dist_degenerate . 11 dist_exponential . 12 dist_f . 13 dist_gamma . 14 dist_geometric . 16 dist_gumbel . 17 dist_hypergeometric . 18 dist_inflated . 20 dist_inverse_exponential . 20 dist_inverse_gamma