Spectral incremental dynamic methodology for nonlinear structural systems endowed with fractional derivative elements subjected to fully non-stationary stochastic excitation

Ni, P., Mitseas, I.P. orcid.org/0000-0001-5219-1804, Fragkoulis, V.C. et al. (1 more author) (2024) Spectral incremental dynamic methodology for nonlinear structural systems endowed with fractional derivative elements subjected to fully non-stationary stochastic excitation. Structural Safety, 111. 102525. ISSN 0167-4730

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Item Type: Article
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© 2024 Elsevier Ltd. All rights reserved. This is an author produced version of an article published in Structural Safety made available under the CC-BY-NC-ND 4.0 license (http://creativecommons.org/licenses/by-nc-nd/4.0) in accordance with the publisher's self-archiving policy.

Keywords: Nonlinear stochastic dynamics; Earthquake engineering; Incremental dynamic analysis; Fractional derivative; Statistical linearisation; Stochastic averaging
Dates:
  • Published: November 2024
  • Published (online): 26 August 2024
  • Accepted: 23 August 2024
Institution: The University of Leeds
Academic Units: The University of Leeds > Faculty of Engineering & Physical Sciences (Leeds) > School of Civil Engineering (Leeds)
Depositing User: Symplectic Publications
Date Deposited: 17 Sep 2024 10:56
Last Modified: 17 Sep 2024 10:56
Status: Published
Publisher: Elsevier
Identification Number: 10.1016/j.strusafe.2024.102525
Open Archives Initiative ID (OAI ID):

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Licence: CC-BY-NC-ND 4.0

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