Technical Papers
Dec 1, 2020

Use of the Probability Transformation Method in Some Random Mechanic Problems

Publication: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 7, Issue 1

Abstract

This work addresses the use of the probability transformation method (PTM) and of some of its extensions for solving mechanical and structural systems for which the response is modeled as random fields or variables that cannot be well-approximated as Gaussian. In particular, the static and dynamic stochastic analyses of linear structural systems excited by non-Gaussian excitations were considered. Moreover, the stochastic structures, the geometric and/or material properties of which are random, were analyzed by coupling the PTM with another approach introduced by one of the authors, the approximated principal deformation mode (APDM) method. Some of the results were reported in other works, and some results are shown here for the first time. This work gathered all the typologies of stochastic structural analyses in which the PTM can be advantageously applied, both in terms of accuracy and in terms of efficiency.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

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Go to ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 7Issue 1March 2021

History

Received: Jul 7, 2020
Accepted: Sep 29, 2020
Published online: Dec 1, 2020
Published in print: Mar 1, 2021
Discussion open until: May 1, 2021

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Dept. of Engineering, Univ. of Messina, Messina 98166, Italy (corresponding author). ORCID: https://orcid.org/0000-0002-6164-6599. Email: [email protected]
Giovanni Falsone
Full Professor, Dept. of Engineering, Univ. of Messina, Messina 98166, Italy.

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