Finite contact duration modeling of a Vibro-Impact Nonlinear Energy Sink to protect a civil engineering frame structure against seismic events
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Both contact models converged to the same mean values, with finite contact models acting as a low pass filter that keeps the response away from nonphysical chaotic states.
“However, both models were found to converge to the same mean values where the finite contact models were acting as a low pass filter which keeps the response away from the nonphysical chaotic states.”
From A review on nonlinear energy sinks: designs, analysis and applications of impact and rotary types (2023) · cites this paper as [234]
The instantaneous contact model was very sensitive to initial conditions, unlike the finite contact model.
“Unlike the finite contact model, it was found out in [234] that the instantaneous contact model was very sensitive to the initial conditions (either in the form of initial displacements and/or velocities).”
From A review on nonlinear energy sinks: designs, analysis and applications of impact and rotary types (2023) · cites this paper as [234]
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- Authors
- Lo Feudo, S., Job, S., Cavallo, M., Fraddosio, A., Piccioni, M. D., & Tafuni, A.
- Affiliations
- Institut Supérieur de Mécanique de Paris (FR)
- Polytechnic University of Bari (IT)
- Venue
- Engineering Structures
- Publisher
- Elsevier BV
- Published
- 2022-05
- Volume
- 259
- Pages
- 114137
- ISSN
- 0141-0296 (ISSN-L)
- OpenAlex
- W3110707322
- Cited by
- 31
- References
- 69
- Citations by year
- 2026: 3 · 2025: 7 · 2024: 11 · 2023: 7 · 2022: 3
- FWCI
- 3.15
- Type
- journal article
- Language
- en
- Open access
- Licence
- Locations
- Engineering Structures (publishedVersion)
- HAL (submittedVersion, other-oa)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
- Physical Sciences › Engineering › Control and Systems Engineering › Vibration and Dynamic Analysis
- Keywords
- seismic vibration control, frame structures, energy dissipation, sensitivity to initial conditions, chaotic dynamics, low-pass filtering, earthquake response
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