Glass-Aluminium Partition Walls with High-Damping Rubber Devices: Seismic Design and Numerical Analyses

Author:

Scozzese Fabrizio1ORCID,Zona Alessandro1ORCID,Dall’Asta Andrea1ORCID

Affiliation:

1. School of Architecture and Design, University of Camerino, Viale della Rimembranza 3, 63100 Ascoli Piceno, Italy

Abstract

An innovative solution for aluminium-glass partition walls that can withstand seismic actions without damage is presented. The key feature characterising the proposed innovation is a dissipative coupling between the components of the partition wall, i.e., the glass plates and the surrounding aluminium frame, accomplished through the interposition of high-damping rubber pads (HDRPs). Sliding mechanisms between glass panels and the aluminium frame are permitted through specific detailing solutions, which allow the partition wall to be unsensitive to the inter-storey drift imposed by the hosting structure. A detailed discussion of the system conception is illustrated, showing the main intermediate steps that led to the final solution. The implementation of a refined numerical model is illustrated, and its characteristic parameters are calibrated according to a set of experimental tests previously performed on materials and subcomponents. A numerical application to a case study consisting of a partition wall system installed within a three-storey building is provided to assess the performance of the proposed innovative solution under severe earthquakes.

Funder

European Union

Italian Ministry of University and Research, PON Research and Innovation

Publisher

MDPI AG

Reference73 articles.

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4. Shake-table tests of a three-story reinforced concrete frame with masonry infill walls;Stavridis;Earthq. Eng. Struct. Dyn.,2012

5. Appraisal of masonry infill walls effect in the seismic response of RC framed buildings: A case study;Uva;Eng. Struct.,2012

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