Applications of importance sampling based on Kriging metamodel in structural reliability analysis

被引:0
作者
Wang J. [1 ]
Ma Y. [1 ]
Wang J. [1 ]
机构
[1] School of Economics and Management, Nanjing University of Science and Technology, Nanjing
来源
Jisuanji Jicheng Zhizao Xitong/Computer Integrated Manufacturing Systems, CIMS | 2016年 / 22卷 / 11期
基金
中国国家自然科学基金;
关键词
Augmented failure probability; Correction term; Failure probability; Importance sampling; Kriging metamodel;
D O I
10.13196/j.cims.2016.11.017
中图分类号
学科分类号
摘要
The early surrogate-based reliability analysis could not quantify the error on account of the substitution, and the existing variance reduction techniques remained time-consuming when the performance function involved the output of an expensive-to-evaluate black box function. For these problems, an approach of importance sampling based on Kriging metamodel to compute the failure probability was proposed. An initial surrogate for the performance function was established and then updated to specified precision based on active learning function. An augmented probability of failure was calculated, and a quasi-optimal importance sampling density function was devised. Thus, the samples used to estimate the correction term were acquired through Markov Chain Monte Carlo (MCMC). Eventually the probability of failure was obtained as an augmented probability of failure and correction term. The applications in various reliability problems showed that the proposed approach was efficient, robust and accurate. © 2016, Editorial Department of CIMS. All right reserved.
引用
收藏
页码:2643 / 2652
页数:9
相关论文
共 33 条
[1]  
Ditlevsen O.D., Madsen H.O., Structural Reliability Methods, (1996)
[2]  
Lemaire M., Structural Reliability, (2013)
[3]  
Zhao Y.G., Ono T., A general procedure for first/second-order reliability method(FORM/SORM), Structural Safety, 21, 2, pp. 95-112, (1999)
[4]  
Marek P., Gustar M., Anagnos T., Simulation Based Reliability Assessment For Structural Engineers, (1996)
[5]  
Bucher C.G., Adaptive samplingan iterative fast Monte Carlo procedure, Structural Safety, 5, 2, pp. 119-126, (1988)
[6]  
Bjerager P., Probability integration by directional simulation, Journal of Engineering Mechanics, 114, 8, pp. 1285-1302, (1988)
[7]  
Nie J., Ellingwood B.R., Directional methods for structural reliability analysis, Structural Safety, 22, 3, pp. 233-249, (2000)
[8]  
Au S.K., Beck J.L., Estimation of small failure probabilities in high dimensions by subset simulation, Probabilistic Engineering Mechanics, 16, 4, pp. 263-277, (2001)
[9]  
Au S.K., Ching J., Beck J.L., Application of subset simulation methods to reliability benchmark problems, Structural Safety, 29, 3, pp. 183-193, (2007)
[10]  
Engelund S., Rackwitz R., A benchmark study on importance sampling techniques in structural reliability, Structural Safety, 12, 4, pp. 255-276, (1993)