Shake-Table Tests for Seismic Performance Assessment of Glass-Aluminium Partition Walls with Viscoelastic Dissipative Devices
This study illustrates the experimental validation of an innovative aluminium-glass partition wall designed to withstand strong horizontal accelerations without damage. The proposed solution features a high-dissipative rubber interface between the aluminium frame and the glass panels, enabling a dissipative mechanism activated by their relative motion. The testing campaign includes small-scale material characterization and full-scale shake-table tests on three-dimensional assemblies. The obtained experimental results are discussed and compared to numerical predictions, demonstrating that the proposed solution ensures damage-free performance, offering a safer solution for glazing partition walls in seismic areas when compared to conventional partition walls of the same typology.
Authors
- Fabrizio Scozzese (ORCID: https://orcid.org/0000-0002-7378-1763)
- Rocco Ditommaso (ORCID: https://orcid.org/0000-0002-3587-108X)
- Alessandro Zona (ORCID: https://orcid.org/0000-0002-3100-1802)
- Andrea Dall’Asta (ORCID: https://orcid.org/0000-0001-7482-9434)
- Felice Carlo Ponzo (ORCID: https://orcid.org/0000-0002-6886-6666)
Institutions
- Università di Camerino (IT)
- University of Basilicata (IT)
Publication Details
- Journal
- Journal of Earthquake Engineering
- Published
- 2025-07-01
- DOI
- https://doi.org/10.1080/13632469.2025.2525919
- Primary Topic
- Structural Analysis of Composite Materials
- Type
- article
- Field-Weighted Citation Impact
- 0.00