Nonlinear viscoelastic isolation for seismic vibration mitigation
N. Menga, F. Bottiglione, G. Carbone

TL;DR
This paper evaluates nonlinear viscoelastic damping in seismic base isolation, demonstrating its robustness across various excitation spectra and its potential to outperform linear isolators in unpredictable seismic conditions.
Contribution
It introduces a nonlinear base isolation model with viscoelastic damping and shows its improved robustness over linear systems for seismic vibrations.
Findings
Nonlinear damping exhibits non-monotonic bell-shaped behavior.
Poorly damped vibrations can be triggered by steep damping decreases.
Tuned nonlinear isolators outperform linear ones across diverse seismic spectra.
Abstract
The aim of this paper is to assess the effectiveness of nonlinear viscoelastic damping in controlling base-excited vibrations. Specifically, the focus is on investigating 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,…
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