Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
7180847 | Probabilistic Engineering Mechanics | 2018 | 52 Pages |
Abstract
In this paper a method to evaluate in explicit closed-form solution the TFR vector function as well as the EPSD matrix function of the response of linear non-classically damped structural systems under fully non-stationary excitations is proposed.
Related Topics
Physical Sciences and Engineering
Engineering
Mechanical Engineering
Authors
Tiziana Alderucci, Giuseppe Muscolino,