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Article

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Title

Dynamics of Structures, Frames, and Plates with Viscoelastic Dampers or Layers: A Literature Review

Authors

[ 1 ] Instytut Analizy Konstrukcji, Wydział Inżynierii Lądowej i Transportu, Politechnika Poznańska | [ E ] pensioner | [ P ] employee

Scientific discipline (Law 2.0)

[2.7] Civil engineering, geodesy and transport

Year of publication

2023

Published in

Buildings

Journal year: 2023 | Journal volume: vol. 13 | Journal number: iss. 9

Article type

scientific article

Publication language

english

Keywords
EN
  • literature review
  • viscoelastic dampers and layers
  • systems with viscoelastic elements
  • free
  • steady-state and transient vibrations
  • non-linear eigenvalue problems
  • numerical integration
  • sensitivity and uncertainty analysis
  • optimization
Abstract

EN The paper is devoted to a review of recent achievements in the field of dynamic analysis of structures and structural elements, such as beams and plates, with embedded viscoelastic (VE) dampers and/or layers. The general characteristics of VE materials, their rheological models, and methods of parameters identification are discussed. New formulations of dynamic problems for systems with VE elements are also reviewed. The methods of determination of dynamic characteristics, together with the methods of analysis of steady-state and transient vibrations of such systems, are also discussed. Both linear and geometrically non-linear vibrations are considered. The paper ends with a review of the methods of sensitivity and uncertainty analysis, and the methods of optimization, for structures with VE elements.

Date of online publication

31.08.2023

Pages (from - to)

2223-1 - 2223-42

DOI

10.3390/buildings13092223

URL

https://www.mdpi.com/2075-5309/13/9/2223

Comments

Article Number: 2223

License type

CC BY (attribution alone)

Open Access Mode

open journal

Open Access Text Version

final published version

Date of Open Access to the publication

at the time of publication

Ministry points / journal

70

Impact Factor

3,1

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