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.File in questo prodotto:
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