A new artificial neural network-based response surface method for structural reliability analysis
被引:140
作者:
Cheng, Jin
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机构:
Tongji Univ, Dept Bridge Engn, Shanghai 200092, Peoples R China
City Univ Hong Kong, Dept Bldg & Construct, Hong Kong, Hong Kong, Peoples R ChinaTongji Univ, Dept Bridge Engn, Shanghai 200092, Peoples R China
Cheng, Jin
[1
,2
]
Li, Q. S.
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机构:
City Univ Hong Kong, Dept Bldg & Construct, Hong Kong, Hong Kong, Peoples R ChinaTongji Univ, Dept Bridge Engn, Shanghai 200092, Peoples R China
Li, Q. S.
[2
]
Xiao, Ru-Cheng
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机构:
Tongji Univ, Dept Bridge Engn, Shanghai 200092, Peoples R ChinaTongji Univ, Dept Bridge Engn, Shanghai 200092, Peoples R China
Xiao, Ru-Cheng
[1
]
机构:
[1] Tongji Univ, Dept Bridge Engn, Shanghai 200092, Peoples R China
[2] City Univ Hong Kong, Dept Bldg & Construct, Hong Kong, Hong Kong, Peoples R China
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. (c) 2007 Elsevier Ltd. All rights reserved.