A New Reliability Method Combining Kriging and Probability Density Evolution Method

被引:16
作者
Jiang, Zhongming [1 ]
Li, Jie [1 ]
机构
[1] Tongji Univ, Dept Struct Engn, 1239 Siping Rd, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
Probability density evolution method; surrogate method; kriging method; representative point; NONLINEAR STOCHASTIC STRUCTURES; RESPONSE ANALYSIS; UNCERTAIN PARAMETERS; POINT SELECTION; SYSTEMS; DISCREPANCY; CUBATURE; MODEL;
D O I
10.1142/S0219455417501139
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Stochastic dynamic analysis of structures with random parameters continues to be an open question in the field of civil engineering. As a newly developed method, the probability density evolution method (PDEM) can provide the probability density function (PDF) of the dynamic responses of highly nonlinear structures. In this paper, a new method based on PDEM and the kriging surrogate model, named the K-PDEM, is proposed to study the stochastic response of a structure. Being an exact interpolation method, the Gaussian process regression or the so-called kriging method is capable of producing highly accurate results. Unlike the traditional PDEM numerical method whose numerical precision is strongly influenced by the number of representative points, the K-PDEM employs the kriging method at each instant to generate additional time histories. Then, the PDEM, which is capable of capturing the instantaneous PDF of a dynamic response and its evolution, is employed in nonlinear stochastic dynamic systems. Because of the decoupling properties of the K-PDEM, the numerical precision of the result is improved by the enrichment of the generalized density evolution equations without increasing the computation time. The result shows that the new method is capable of calculating the stochastic response of structures with effciency and accuracy.
引用
收藏
页数:24
相关论文
共 38 条
  • [1] Abu Saleem R. A., 2015, J COMPUT ENG
  • [2] Bouc, 1967, PROC 4 C NONLINEAR O
  • [3] ON THE EXPERIMENTAL ATTAINMENT OF OPTIMUM CONDITIONS
    BOX, GEP
    WILSON, KB
    [J]. JOURNAL OF THE ROYAL STATISTICAL SOCIETY SERIES B-STATISTICAL METHODOLOGY, 1951, 13 (01) : 1 - 45
  • [4] A FAST AND EFFICIENT RESPONSE-SURFACE APPROACH FOR STRUCTURAL RELIABILITY PROBLEMS
    BUCHER, CG
    BOURGUND, U
    [J]. STRUCTURAL SAFETY, 1990, 7 (01) : 57 - 66
  • [5] On Nonlocal Computation of Eigenfrequencies of Beams Using Finite Difference and Finite Element Methods
    Challamel, Noel
    Picandet, Vincent
    Elishakoff, Issac
    Wang, Chien Ming
    Collet, Bernard
    Michelitsch, Thomas
    [J]. INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2015, 15 (07)
  • [6] Partition of the probability-assigned space in probability density evolution analysis of nonlinear stochastic structures
    Chen, Jian-Bing
    Ghanem, Roger
    Li, Jie
    [J]. PROBABILISTIC ENGINEERING MECHANICS, 2009, 24 (01) : 27 - 42
  • [7] A GF-discrepancy for point selection in stochastic seismic response analysis of structures with uncertain parameters
    Chen, Jianbing
    Yang, Junyi
    Li, Jie
    [J]. STRUCTURAL SAFETY, 2016, 59 : 20 - 31
  • [8] IMPROVING POINT SELECTION IN CUBATURE BY A NEW DISCREPANCY
    Chen, Jianbing
    Zhang, Shenghan
    [J]. SIAM JOURNAL ON SCIENTIFIC COMPUTING, 2013, 35 (05) : A2121 - A2149
  • [9] Chopra A.K., 2007, EARTHQ SPECTRA, V23, P491, DOI DOI 10.1193/1.2720354
  • [10] Couckuyt I, 2014, J MACH LEARN RES, V15, P3183