Time–frequency varying response functions of non-classically damped linear structures under fully non-stationary stochastic excitations-Reference-Cited by-同舟云学术

Time–frequency varying response functions of non-classically damped linear structures under fully non-stationary stochastic excitations

Published:2018-10 Issue: Volume:54 Page:95-109
ISSN:0266-8920
Container-title:Probabilistic Engineering Mechanics
language:en
Short-container-title:Probabilistic Engineering Mechanics

Author:

Alderucci Tiziana,Muscolino Giuseppe

Funder

PRIN2015

Publisher

Elsevier BV

Subject

Mechanical Engineering,Ocean Engineering,Aerospace Engineering,Condensed Matter Physics,Nuclear Energy and Engineering,Civil and Structural Engineering,Statistical and Nonlinear Physics

Reference52 articles.

1. Evolutionary spectra and non-stationary processes;Priestley;J. R. Stat. Soc. Ser. B Stat. Methodol.,1965

2. Harmonic wavelets based statistical linearization for response evolutionary power spectrum determination;Spanos;Probab. Eng. Mech.,2012

3. Harmonic wavelets based response evolutionary power spectrum determination of linear and nonlinear oscillators with fractional derivative elements;Kougioumtzoglou;Int. J. Non-Linear Mech.,2016

4. Properties of spectral moments with applications to random vibrations;Vanmarcke;J. Eng. Mech.,1972

5. On the distribution of the first-passage time for normal stationary random processes;Vanmarcke;J. Appl. Mech.,1975

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