Partition of the probability-assigned space in probability density evolution analysis of nonlinear stochastic structures

Based on a partition of probability-assigned space, a strategy for determining the representative point set and the associated weights for use in the probability density evolution method (PDEM) is developed. The PDEM, which is capable of capturing the instantaneous probability density function of responses of linear and nonlinear stochastic systems, was developed in the past few years. The determination of the representative point set and the assigned probabilities is of paramount importance in this approach. In the present paper, a partition of probability-assigned space related to the representative points and the assigned probabilities are first examined. The error in the resulting probability density function of the stochastic responses is then analyzed, leading to two criteria on strategies for determining the representative points and a set of indices in terms of discrepancy of the point sets. A two-step algorithm is proposed, in which an initial uniformly scattered point set is mapped to an optimal set. The implementation of the algorithm is elaborated. Two methods for generating the initial point set are outlined. These are the lattice point sets and the Number-Theoretical nets. A density-related transformation yielding the final point set is then analyzed. Numerical examples are investigated, where the results are compared to those obtained from the standard Monte Carlo simulation and the Latin hyper-cube sampling, demonstrating the accuracy and efficiency of the proposed approach.

[1]  H. Zhang,et al.  Parameter Analysis of the Differential Model of Hysteresis , 2004 .

[2]  I. Elishakoff,et al.  Finite Element Methods for Structures with Large Stochastic Variations , 2003 .

[3]  Jianbing Chen,et al.  Probability density evolution method for dynamic response analysis of structures with uncertain parameters , 2004 .

[4]  Michał Kleiber,et al.  The Stochastic Finite Element Method: Basic Perturbation Technique and Computer Implementation , 1993 .

[5]  Ted Belytschko,et al.  Transient probabilistic systems , 1988 .

[6]  Harald Niederreiter,et al.  Random number generation and Quasi-Monte Carlo methods , 1992, CBMS-NSF regional conference series in applied mathematics.

[7]  Alba Sofi,et al.  A response surface approach for the static analysis of stochastic structures with geometrical nonlinearities , 2003 .

[8]  H. Keng,et al.  Applications of number theory to numerical analysis , 1981 .

[9]  P. Spanos,et al.  Monte Carlo Treatment of Random Fields: A Broad Perspective , 1998 .

[10]  Y. Wen Method for Random Vibration of Hysteretic Systems , 1976 .

[11]  Yu-Kweng Michael Lin,et al.  Probabilistic Structural Dynamics: Advanced Theory and Applications , 1967 .

[12]  Jianbing Chen,et al.  The equivalent extreme-value event and evaluation of the structural system reliability , 2007 .

[13]  Jianbing Chen,et al.  The extreme value distribution and dynamic reliability analysis of nonlinear structures with uncertain parameters , 2007 .

[14]  Seymour Haber,et al.  Numerical Evaluation of Multiple Integrals , 1970 .

[15]  Jianbing Chen,et al.  The probability density evolution method for dynamic response analysis of non‐linear stochastic structures , 2006 .

[16]  J. Gibbs Elementary Principles in Statistical Mechanics , 1902 .

[17]  Frank C. Hoppensteadt,et al.  Random Perturbation Methods with Applications in Science and Engineering , 2002 .

[18]  Wilfred D. Iwan,et al.  On the dynamic response of non-linear systems with parameter uncertainties , 1996 .

[19]  Michel Loève,et al.  Probability Theory I , 1977 .

[20]  Reuven Y. Rubinstein,et al.  Simulation and the Monte Carlo Method , 1981 .

[21]  Muneo Hori,et al.  Three‐dimensional stochastic finite element method for elasto‐plastic bodies , 2001 .

[22]  N. Impollonia,et al.  Explicit solutions in the stochastic dynamics of structural systems , 2006 .

[23]  Margaret H. Wright,et al.  A Nested Partitioning Procedure for Numerical Multiple Integration , 1981, TOMS.

[24]  Masanobu Shinozuka,et al.  Monte Carlo solution of structural dynamics , 1972 .

[25]  M. D. McKay,et al.  A comparison of three methods for selecting values of input variables in the analysis of output from a computer code , 2000 .

[26]  Jianbing Chen,et al.  The principle of preservation of probability and the generalized density evolution equation , 2008 .

[27]  Jianbing Chen,et al.  Dynamic response and reliability analysis of non-linear stochastic structures , 2005 .

[28]  R. Ghanem,et al.  Stochastic Finite Elements: A Spectral Approach , 1990 .

[29]  I. Sloan Lattice Methods for Multiple Integration , 1994 .

[30]  Jianbing Chen,et al.  The dimension-reduction strategy via mapping for probability density evolution analysis of nonlinear stochastic systems , 2006 .

[31]  I. Sloan,et al.  Lattice methods for multiple integration: theory, error analysis and examples , 1987 .