The observed behaviour of seismically isolated structures in different countries allowed testifying the suitability of this technique to protect structures against strong earthquakes. In Italy, up to now, base isolated buildings have been subjected only to low energy earthquakes. This paper describes and compares the observed behaviours under a low energy earthquake of three buildings with different isolation systems. In the first one, seismically isolated by means of HDRBs, the structure showed resonance frequencies higher than the design ones but the decoupling was always guaranteed also thanks to the high stiffness of the superstructure. In the second one, seismically isolated with CSSs, the onset of motion was governed by the friction, which was much higher than the design one. Finally, in a building seismically isolated with HDRBs and SDs, the onset of motion was governed by the SDs and the successive motion by the HDRBs.

Buffarini, G., Clemente, P., Ianniruberto, U., Ormando, C., Scafati, F. (2023). Observed Seismic Behaviour of Base Isolation Systems in Italy. In Lecture Notes in Civil Engineering (pp.599-610). GEWERBESTRASSE 11, CHAM, CH-6330, SWITZERLAND : Springer Science and Business Media Deutschland GmbH [10.1007/978-3-031-21187-4_50].

Observed Seismic Behaviour of Base Isolation Systems in Italy

Ianniruberto U.;Ormando C.
;
2023-01-01

Abstract

The observed behaviour of seismically isolated structures in different countries allowed testifying the suitability of this technique to protect structures against strong earthquakes. In Italy, up to now, base isolated buildings have been subjected only to low energy earthquakes. This paper describes and compares the observed behaviours under a low energy earthquake of three buildings with different isolation systems. In the first one, seismically isolated by means of HDRBs, the structure showed resonance frequencies higher than the design ones but the decoupling was always guaranteed also thanks to the high stiffness of the superstructure. In the second one, seismically isolated with CSSs, the onset of motion was governed by the friction, which was much higher than the design one. Finally, in a building seismically isolated with HDRBs and SDs, the onset of motion was governed by the SDs and the successive motion by the HDRBs.
17th World Conference on Seismic Isolation, WCSI 2022
ita
2022
Rilevanza internazionale
2023
Settore ICAR/09
English
Curved surface sliders
Flat surface sliders
Low energy earthquake
Observed seismic behaviour
Rubber bearings
Seismic isolation
Intervento a convegno
Buffarini, G., Clemente, P., Ianniruberto, U., Ormando, C., Scafati, F. (2023). Observed Seismic Behaviour of Base Isolation Systems in Italy. In Lecture Notes in Civil Engineering (pp.599-610). GEWERBESTRASSE 11, CHAM, CH-6330, SWITZERLAND : Springer Science and Business Media Deutschland GmbH [10.1007/978-3-031-21187-4_50].
Buffarini, G; Clemente, P; Ianniruberto, U; Ormando, C; Scafati, F
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/2108/369224
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