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《中国海洋工程》 2004-04
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An Intelligent Method for Structural Reliability Analysis Based on Response Surface

GUI Jin-song a, b, 1, LIU Hong c and KANG Hai-gui a aState Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China bCollege of Civil Engineering, Dalian Fisheries University, Dalian 116023, China cZhejiang Institute of Hydraulics and Estuary,Hangzhou 310020, China  
As water depth increases, the structural safety and reliability of a system become more and more important and challenging. Therefore, the structural reliability method must be applied in ocean engineering design such as offshore platform design. If the performance function is known in structural reliability analysis, the first-order second-moment method is often used. If the performance function could not be definitely expressed, the response surface method is always used because it has a very clear train of thought and simple programming. However, the traditional response surface method fits the response surface of quadratic polynomials where the problem of accuracy could not be solved, because the true limit state surface can be fitted well only in the area near the checking point. In this paper, an intelligent computing method based on the whole response surface is proposed, which can be used for the situation where the performance function could not be definitely expressed in structural reliability analysis. In this method, a response surface of the fuzzy neural network for the whole area should be constructed first, and then the structural reliability can be calculated by the genetic algorithm. In the proposed method, all the sample points for the training network come from the whole area, so the true limit state surface in the whole area can be fitted. Through calculational examples and comparative analysis, it can be known that the proposed method is much better than the traditional response surface method of quadratic polynomials, because, the amount of calculation of finite element analysis is largely reduced, the accuracy of calculation is improved, and the true limit state surface can be fitted very well in the whole area. So, the method proposed in this paper is suitable for engineering application.
【Fund】: ThisprojectwasfinanciallysupportedbytheNationalNaturalSciencefoundationofChina(GrantNo.59895410)
【CateGory Index】: P733
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