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UNIVERSITY OF L'AQUILA - ITALY
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D.I.C.E.A.A. - Dipartimento di Ingegneria Civile, Edile-Architettura e Ambientale
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Multilayer beams
 Dynamics
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 Rigid block
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Rigid Block
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Base isolation
A. Di Egidio, A. Contento, ‘Seismic response of a non-symmetric rigid block on a constrained oscillating base’ Engineering Structures, vol. 32, pp. 3028-3039, 2010.
The effectiveness of the base isolation to reduce the seismic effects on rigid bodies, representing monolithic objects of art or rigid equipments, has been investigated. The bodies have been modelled as a bi-dimensional slide-rocking rigid block posed on an oscillating base connected to the ground by a linear visco-elastic device. In the study also the precence of security stops, able to prevent the breaking of the isolation system and the possibility that the base of the body could go out the oscillatin support, have been taken into account. The analysis has shown the good performance of the base isolation in comparison with the case where it is not considered.
 
 
Fig. 6.01: Horizontal base isolation of slide-rocking asymmetric rigid block.
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M. Ferretti, A. Di Egidio, ‘Effectiveness in protecting rigid-block-like objects through horizontal and vertical seismic isolation’, Nonlinear Dynamics, 2024 (open access, doi: 10.1007/s11071-024-09998-7).
In this paper, a double, horizontal and vertical base isolation, is considered for the protection of rigid-block-like objects against seismic excitation. The equations of motion, the uplift and impact conditions are obtained under the hypothesis that the block can undergo full-contact and rocking motions. It is assumed that the horizontal isolation device has a hysteretic behavior, described with the Bouc-Wen model, whereas the vertical isolation has a visco-elastic behavior, modeled through a Kelvin-Voight device. Three rigid-block-like objects, representing a caryatid, a server and hospital cabinets are considered. Moreover, as base excitation, three earthquake horizontal and vertical records are selected accounting for their spectral content and PGA. The results of the seismic analysis are arranged in rocking maps and a comparison among the systems with the horizontal and vertical isolation, with only the horizontal isolation, and with no isolation are performed to check the effectiveness of the proposed seismic protection. Results show that the coexistence of horizontal and vertical isolation in protection against seismic excitation is particularly effective under earthquakes with high vertical PGA and in objects with high slenderness and heaviness. Finally, an analysis that consists of exciting the system with horizontal and vertical one-sine, impulsive base accelerations is performed to build the overturning spectra. Also, in this case, the double, horizontal and vertical isolation has manifested better performances than the other analyzed systems.
 
 
Fig. 6.02: Horizontal and vertical base isolation of rigid blocks.
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