A new artificial neural network-based response surface method for structural reliability analysis

This paper presents a new artificial neural network-(ANN)based response surface method in conjunction with the uniform design method for predicting failure probability of structures. The method involves the selection of training datasets for establishing an ANN model by the uniform design method, approximation of the limit state function by the trained ANN model and estimation of the failure probability using first-order reliability method (FORM). In the proposed method, the use of the uniform design method can improve the quality of the selected training datasets, leading to a better performance of the ANN model. As a result, the ANN dramatically reduces the number of required trained datasets, and shows a good ability to approximate the limit state function and then provides a less rigorous formulation in the context of FORM. Results of three numerical examples involving both structural and non-structural problems indicate that the proposed method provides accurate and computationally efficient estimates of the probability of failure. Compared with the conventional ANN-based response surface method, the proposed method is much more economical to achieve reasonable accuracy when dealing with problems where closed-form failure functions are not available or the estimated failure probability is extremely small. Finally, several important parameters in the proposed method are discussed.

[1]  Bruce R. Ellingwood,et al.  A new look at the response surface approach for reliability analysis , 1993 .

[2]  Jian-hui Jiang,et al.  Uniform design applied to nonlinear multivariate calibration by ANN , 1998 .

[3]  David J. C. MacKay,et al.  Bayesian Interpolation , 1992, Neural Computation.

[4]  Ru-Cheng Xiao,et al.  Serviceability reliability analysis of cable-stayed bridges , 2005 .

[5]  P. Das,et al.  Cumulative formation of response surface and its use in reliability analysis , 2000 .

[6]  Xibing Li,et al.  Structural reliability analysis for implicit performance functions using artificial neural network , 2005 .

[7]  Irfan Kaymaz,et al.  Application Of Kriging Method To Structural Reliability Problems , 2005 .

[8]  Robert E. Melchers,et al.  Effect of response surface parameter variation on structural reliability estimates , 2001 .

[9]  C. Bucher,et al.  A fast and efficient response surface approach for structural reliability problems , 1990 .

[10]  K. Fang,et al.  Number-theoretic methods in statistics , 1993 .

[11]  Manolis Papadrakakis,et al.  Structural reliability analyis of elastic-plastic structures using neural networks and Monte Carlo simulation , 1996 .

[12]  Sang Hyo Kim,et al.  Response surface method using vector projected sampling points , 1997 .

[13]  Ian Flood,et al.  Neural Networks in Civil Engineering. I: Principles and Understanding , 1994 .

[14]  Dan M. Frangopol,et al.  Geometrically nonlinear finite element reliability analysis of structural systems. II: applications , 2000 .

[15]  Yongchang Pu,et al.  Reliability analysis of structures using neural network method , 2006 .