The paper presents a dissipation device that can be used to preserve the structural integrity of civil engineering structures subjected to seismic loads. The proposed device is a shear panel made of aluminium and steel, which dissipates energy through the hysteretic behaviour and the local plasticization. It is a very simple device having the advantage of a low cost of production. The proposed shear panel has been tested using a monotonic type of experiment that has led to optimise its design and to define its main characteristics, then its dynamic behaviour has been obtained through some tests on a 3D shaking table. A frame with these devices has been subjected to a series of accelerograms to determine its response under ground motions of different intensities and to assess their efficiency.

Shear Panel for Seismic Protection of Structure / Foti, Dora; Zambrano, A.. - (2004). (Intervento presentato al convegno 13th World Conference on Earthquake Engineering tenutosi a VANCOUVER - CANADA nel 1-6 August 2004).

Shear Panel for Seismic Protection of Structure

FOTI, Dora;
2004-01-01

Abstract

The paper presents a dissipation device that can be used to preserve the structural integrity of civil engineering structures subjected to seismic loads. The proposed device is a shear panel made of aluminium and steel, which dissipates energy through the hysteretic behaviour and the local plasticization. It is a very simple device having the advantage of a low cost of production. The proposed shear panel has been tested using a monotonic type of experiment that has led to optimise its design and to define its main characteristics, then its dynamic behaviour has been obtained through some tests on a 3D shaking table. A frame with these devices has been subjected to a series of accelerograms to determine its response under ground motions of different intensities and to assess their efficiency.
2004
13th World Conference on Earthquake Engineering
0-9685376-1-8
Shear Panel for Seismic Protection of Structure / Foti, Dora; Zambrano, A.. - (2004). (Intervento presentato al convegno 13th World Conference on Earthquake Engineering tenutosi a VANCOUVER - CANADA nel 1-6 August 2004).
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11589/17195
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