Article ID Journal Published Year Pages File Type
7180847 Probabilistic Engineering Mechanics 2018 52 Pages PDF
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.
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Related Topics
Physical Sciences and Engineering Engineering Mechanical Engineering
Preview
Time-frequency varying response functions of non-classically damped linear structures under fully non-stationary stochastic excitations
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