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ESTIMATING UNCERTAINTIES FROM INACCURATE MEASUREMENT DATA USING MAXIMUM ENTROPY DISTRIBUTIONS (2010)
Most, Thomas
Modern engineering design often considers uncertainties in geometrical and material parameters and in the loading conditions. Based on initial assumptions on the stochastic properties as mean values, standard deviations and the distribution functions of these uncertain parameters a probabilistic analysis is carried out. In many application fields probabilities of the exceedance of failure criteria are computed. The out-coming failure probability is strongly dependent on the initial assumptions on the random variable properties. Measurements are always more or less inaccurate data due to varying environmental conditions during the measurement procedure. Furthermore the estimation of stochastic properties from a limited number of realisation also causes uncertainties in these quantities. Thus the assumption of exactly known stochastic properties by neglecting these uncertainties may not lead to very useful probabilistic measures in a design process. In this paper we assume the stochastic properties of a random variable as uncertain quantities caused by so-called epistemic uncertainties. Instead of predefined distribution types we use the maximum entropy distribution which enables the description of a wide range of distribution functions based on the first four stochastic moments. These moments are taken again as random variables to model the epistemic scatter in the stochastic assumptions. The main point of this paper is the discussion on the estimation of these uncertain stochastic properties based on inaccurate measurements. We investigate the bootstrap algorithm for its applicability to quantify the uncertainties in the stochastic properties considering imprecise measurement data. Based on the obtained estimates we apply standard stochastic analysis on a simple example to demonstrate the difference and the necessity of the proposed approach.
An adaptive response surface approach for structural reliability analyses based on support vector machines (2007)
Most, Thomas
An adaptive response surface approach for structural reliability analyses based on support vector machines
An improved cohesive crack model for combined crack opening and sliding under cyclic loading (2006)
Most, Thomas ; Eckardt, Stefan ; Schrader, Kai ; Deckner, T.
An improved cohesive crack model for combined crack opening and sliding under cyclic loading
Application of a hybrid parallelisation technique to accelerate the numerical simulation of nonlinear mechanical problems (2004)
Most, Thomas ; Eckardt, Stefan
Application of a hybrid parallelisation technique to accelerate the numerical simulation of nonlinear mechanical problems
Anwendung netzfreier Diskretisierungsverfahren zur stochastischen Rissfortschrittsberechnung (2003)
Most, Thomas
Anwendung netzfreier Diskretisierungsverfahren zur stochastischen Rissfortschrittsberechnung
A four-node plane EAS-element for stochastic nonlinear materials (2003)
Brehm, Maik ; Most, Thomas
A four-node plane EAS-element for stochastic nonlinear materials
An adaptive response surface approach for reliability analyses of high-dimensional problems (2008)
Most, Thomas
An adaptive response surface approach for reliability analyses of high-dimensional problems
Approximation of constitutive parameters for material models using artificial neural networks (2007)
Most, Thomas ; Hofstetter, G. ; Hofmann, Markus ; Novák, D. ; Lehký, D.
Approximation of constitutive parameters for material models using artificial neural networks
A natural neighbour-based moving least-squares approach for the element-free Galerkin method (2007)
Most, Thomas
A natural neighbour-based moving least-squares approach for the element-free Galerkin method
Discussion on Almost sure stability of stochastic linear systems with ergodic parameters (2008)
Most, Thomas ; Ishii, H. ; Geng, X. ; Bolzern, P. ; Colaneri, P. ; De Nicolao, G.
Discussion on Almost sure stability of stochastic linear systems with ergodic parameters
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