In the present paper, the design optimization and the buckling analysis of an aluminium-steel device for the seismic protection of structures are presented. Moreover, it is detailed discussed the dynamical response of a 3D two-storey steel frame, equipped with the proposed device and subjected to 14 natural earthquakes, which are compatible with the response spectra provided by Eurocode 8.

Aluminium-steel energy dissipators for passive protection of structures

NOBILE, RICCARDO
2008-01-01

Abstract

In the present paper, the design optimization and the buckling analysis of an aluminium-steel device for the seismic protection of structures are presented. Moreover, it is detailed discussed the dynamical response of a 3D two-storey steel frame, equipped with the proposed device and subjected to 14 natural earthquakes, which are compatible with the response spectra provided by Eurocode 8.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11587/324295
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