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A probability transformation method (PTM) for the dynamic stochastic response of structures with non-Gaussian excitations

Giovanni Falsone (Department of Engineering, University of Messina, Messina, Italy)
Rossella Laudani (Department of Engineering, University of Messina, Messina, Italy)

Engineering Computations

ISSN: 0264-4401

Article publication date: 23 August 2018

Issue publication date: 5 September 2018

185

Abstract

Purpose

This paper aims to present an approach for the probabilistic characterization of the response of linear structural systems subjected to random time-dependent non-Gaussian actions.

Design/methodology/approach

Its fundamental property is working directly on the probability density functions of the actions and responses. This avoids passing through the evaluation of the response statistical moments or cumulants, reducing the computational effort in a consistent measure.

Findings

It is an efficient method, for both its computational effort and its accuracy, above all when the input and output processes are strongly non-Gaussian.

Originality/value

This approach can be considered as a dynamic generalization of the probability transformation method recently used for static applications.

Keywords

Acknowledgements

This work is supported by Italian Ministry of University and Research (P.R.I.N. National Grant 2015, B86J16002300001; Sapienza and Calabria Research Units) and by Sapienza University Grant 2016, B82F16005920005.

Citation

Falsone, G. and Laudani, R. (2018), "A probability transformation method (PTM) for the dynamic stochastic response of structures with non-Gaussian excitations", Engineering Computations, Vol. 35 No. 5, pp. 1978-1997. https://doi.org/10.1108/EC-12-2017-0518

Publisher

:

Emerald Publishing Limited

Copyright © 2018, Emerald Publishing Limited

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