Affiliation:
1. School of Architecture, Syracuse University, Syracuse, NY 13244, USA
Abstract
This study introduces a reliability analysis methodology employing Kriging modeling enriched by a hybrid active learning process. Emphasizing noise integration into structural response predictions, this research presents a framework that combines Kriging modeling with regression to handle noisy data. The framework accommodates either constant variance of noise for all observed responses or varying, uncorrelated noise variances. Hyperparameters and the variance of the Kriging model with noisy data are determined through maximum likelihood estimation to address inherent uncertainties in structural predictions. An adaptive hybrid learning function guides design of experiment (DoE) point identification through an iterative enrichment process. This function strategically targets points near the limit-state approximation, farthest from existing training points, and explores candidate points to maximize the probability of misclassification. The framework’s application is demonstrated through metamodel-based reliability analysis for continuum and discrete structures with relatively large degrees of freedom, employing subset simulations. Numerical examples validate the framework’s effectiveness, highlighting its potential for accurate and efficient reliability assessments in complex structural systems.
Funder
Innovative and Interdisciplinary Research Program of Syracuse University
Reference47 articles.
1. Ditlevsen, O.D., and Madsen, H.O. (1996). Structural Reliability Methods, John Wiley & Sons Ltd.
2. Thoft-Christensen, P., and Baker, M.J. (1982). Structural Reliability Theory and Its Applications, Springer.
3. Reliability analysis for series manufacturing system with imperfect inspection considering the interaction between quality and degradation;Ye;Reliab. Eng. Syst. Saf.,2019
4. Lee, D.H., Chang, I.H., and Pham, H. (2022). Software Reliability Growth Model with Dependent Failures and Uncertain Operating Environments. Appl. Sci., 12.
5. Reliability-based optimization in structural engineering;Enevoldsen;Struct. Saf.,1994