Structural Reliability Analysis Using Deterministic Hybrid Simulations and Adaptive Kriging Metamodeling


Abstract eng:
Reliability analysis aims at determining the probability of failure of a stochastic system and typically relies on purely numerical simulations. Nevertheless, trusting mathematical models up to failure can be questioned, especially for structural components characterized by a strongly nonlinear response. From this perspective, hybrid simulation is as a suitable candidate to replace pure numerical time-history analyses in the process of structural reliability assessment. Arguably, hybrid simulation suffers the same limitations as the large finite element models, making non-intrusive reliability methods based on metamodeling the most attractive solution strategy for hybrid simulation based reliability analysis. Along these lines, this paper explores a combination of an active learning reliability method based on Kriging metamodeling and hybrid simulation, which is used to provide the real structural response. A numerical validation of the proposed approach is presented for a nonlinear two-degrees-of- freedom series system. The selected benchmark case study covers a wide class of structures whose response can be evaluated using hybrid simulation.

Contributors:
Conference Title:
Conference Title:
16th World Conference on Earthquake Engineering
Conference Venue:
Santiago (CL)
Conference Dates:
2017-01-09 / 2017-01-13
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.



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 Record created 2017-01-18, last modified 2017-01-18


Original version of the author's contribution as presented on USB, paper 595.:
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