Nonlinear viscoelastic isolation for seismic vibration mitigation. (August 2021)
- Record Type:
- Journal Article
- Title:
- Nonlinear viscoelastic isolation for seismic vibration mitigation. (August 2021)
- Main Title:
- Nonlinear viscoelastic isolation for seismic vibration mitigation
- Authors:
- Menga, N.
Bottiglione, F.
Carbone, G. - Abstract:
- Highlights: Nonlinear bell-shaped damping and cubic stiffness may increase the base isolation. Effective isolation from broader frequency bandwidth is found in nonlinear system. Steep viscoelastic damping decrease at high velocity entails self-excited vibration. Abstract: The aim of this paper is to assess the effectiveness of nonlinear viscoelastic damping in controlling base-excited vibrations. Specifically, the focus is to investigate the robustness of the nonlinear base isolation performance in controlling the system response due to a wide set of possible excitation spectra. The dynamic model is derived to study a simple structure whose base isolation is provided via a Rubber-Layer Roller Bearing (RLRB) (rigid cylinders rolling on rigid plates with highly damping rubber coatings) equipped with a nonlinear cubic spring, thus presenting both nonlinear damping and stiffness. We found that, under periodic loading, due to the non-monotonic bell-shaped viscoelastic damping arising from the viscoelastic rolling contacts, different dynamic regimes occur mostly depending on whether the damping peak is overcome or not. Interestingly, in the former case, poorly damped self-excited vibrations may be triggered by the steep damping decrease. Moreover, in order to investigate the robustness of the isolation performance, we consider a set of real seismic excitations, showing that tuned nonlinear RLRB provide loads isolation in a wider range of excitation spectra, compared to genericHighlights: Nonlinear bell-shaped damping and cubic stiffness may increase the base isolation. Effective isolation from broader frequency bandwidth is found in nonlinear system. Steep viscoelastic damping decrease at high velocity entails self-excited vibration. Abstract: The aim of this paper is to assess the effectiveness of nonlinear viscoelastic damping in controlling base-excited vibrations. Specifically, the focus is to investigate the robustness of the nonlinear base isolation performance in controlling the system response due to a wide set of possible excitation spectra. The dynamic model is derived to study a simple structure whose base isolation is provided via a Rubber-Layer Roller Bearing (RLRB) (rigid cylinders rolling on rigid plates with highly damping rubber coatings) equipped with a nonlinear cubic spring, thus presenting both nonlinear damping and stiffness. We found that, under periodic loading, due to the non-monotonic bell-shaped viscoelastic damping arising from the viscoelastic rolling contacts, different dynamic regimes occur mostly depending on whether the damping peak is overcome or not. Interestingly, in the former case, poorly damped self-excited vibrations may be triggered by the steep damping decrease. Moreover, in order to investigate the robustness of the isolation performance, we consider a set of real seismic excitations, showing that tuned nonlinear RLRB provide loads isolation in a wider range of excitation spectra, compared to generic linear isolators. This is peculiarly suited for applications (such as seismic and failure engineering) in which the specific excitation spectrum is unknown a priori, and blind design on statistical data has to be employed. … (more)
- Is Part Of:
- Mechanical systems and signal processing. Volume 157(2021)
- Journal:
- Mechanical systems and signal processing
- Issue:
- Volume 157(2021)
- Issue Display:
- Volume 157, Issue 2021 (2021)
- Year:
- 2021
- Volume:
- 157
- Issue:
- 2021
- Issue Sort Value:
- 2021-0157-2021-0000
- Page Start:
- Page End:
- Publication Date:
- 2021-08
- Subjects:
- RLRB -- Viscoelastic damping -- Nonlinear friction -- Base isolation -- Self-excited vibration
Structural dynamics -- Periodicals
Vibration -- Periodicals
Constructions -- Dynamique -- Périodiques
Vibration -- Périodiques
Structural dynamics
Vibration
Periodicals
621 - Journal URLs:
- http://www.sciencedirect.com/science/journal/08883270 ↗
http://firstsearch.oclc.org ↗
http://firstsearch.oclc.org/journal=0888-3270;screen=info;ECOIP ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.ymssp.2021.107626 ↗
- Languages:
- English
- ISSNs:
- 0888-3270
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 5419.760000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
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