The Application of Artificial BP Neural Networks and Monte-Carlo Method for the Reliability Analysis on Frame Structure
2012 ◽
Vol 204-208
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pp. 3256-3259
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Keyword(s):
In order to conduct the reliability analysis of frame structure, the limit state function was first fitted by artificial BP neural network. Then considering the orthogonal array method, sample data was arranged. After that an improved network modes was trained for the probabilistic analysis on a wide range data with the Monte-Carlo method. The mean and standard deviation for the limit state function was easily obtained and the reliability index on the structure can be also calculated. Finally, the example indicated that this method used in the reliability analysis for frame structure was feasible.
2011 ◽
Vol 71-78
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pp. 1360-1365
Iterative Algorithm for Structure Reliability Analysis Based on Support Vector Classification Method
2007 ◽
Vol 353-358
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pp. 1009-1012
2011 ◽
Vol 250-253
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pp. 3934-3940
Keyword(s):
2017 ◽
Vol 2017
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pp. 1-9
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2015 ◽
Vol 1
(4)
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