Abstract
BackgroundThe analysis of elastoplastic systems with hardening (Bouc-Wen systems) under stochastic (seismic) loads needs the evaluation ofhigher order statistics even in the simplest case of normal distributed input.ObjectiveIn this paper, a non-linearization technique is proposed in order to evaluate the moments of any order of the response.MethodThis technique is developed by means of a nonlinear class of systems whose statistics are a priori known. The parameters of suchsystems can be chosen in such a way that the two systems are equivalent in a wide sense.Result & ConclusionIn the paper, the strategy to obtain the equivalence and the reliability of the results are discussed.
Lingua originale | English |
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Numero di pagine | 0 |
Rivista | THE OPEN CONSTRUCTION & BUILDING TECHNOLOGY JOURNAL |
Stato di pubblicazione | Published - 2018 |
All Science Journal Classification (ASJC) codes
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