Background The analysis of elastoplastic systems with hardening (Bouc-Wen systems) under stochastic (seismic) loads needs the evaluation of higher order statistics even in the simplest case of normal distributed input. Objective In this paper, a non-linearization technique is proposed in order to evaluate the moments of any order of the response. Method This technique is developed by means of a nonlinear class of systems whose statistics are a priori known. The parameters of such systems can be chosen in such a way that the two systems are equivalent in a wide sense. Result & Conclusion In the paper, the strategy to obtain the equivalence and the reliability of the results are discussed.

Cavaleri L., A.P. (2018). Equivalent Non-Linearization of Hysteretic Systems by Means of RPS. THE OPEN CONSTRUCTION & BUILDING TECHNOLOGY JOURNAL [10.2174/1874836801812010319].

Equivalent Non-Linearization of Hysteretic Systems by Means of RPS

Cavaleri L.;Ferrotto M. F.
2018-01-01

Abstract

Background The analysis of elastoplastic systems with hardening (Bouc-Wen systems) under stochastic (seismic) loads needs the evaluation of higher order statistics even in the simplest case of normal distributed input. Objective In this paper, a non-linearization technique is proposed in order to evaluate the moments of any order of the response. Method This technique is developed by means of a nonlinear class of systems whose statistics are a priori known. The parameters of such systems can be chosen in such a way that the two systems are equivalent in a wide sense. Result & Conclusion In the paper, the strategy to obtain the equivalence and the reliability of the results are discussed.
2018
Cavaleri L., A.P. (2018). Equivalent Non-Linearization of Hysteretic Systems by Means of RPS. THE OPEN CONSTRUCTION & BUILDING TECHNOLOGY JOURNAL [10.2174/1874836801812010319].
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/10447/344547
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