The isolation systems are usually made of rubber bearings that are sometimes coupled in hybrid combination with frictional devices; this is the case of an in-site experimental campaign, performed on a base isolated apartment building in Rapolla (south of Italy). Several dropout tests at initial displacements up to 17cm allowed to obtain in-site information on the true dynamic response of the isolation system (building and isolators). The tests carried out allow a comparison between the free vibration responses of a building, isolated by using a 28 HDRB isolation system only, or an HDRB-Friction Sliders Hybrid one. The paper highlights the main differences of the response in the superstructure (the structure over the isolation system) obtained by using only HDRB isolation system, or the Hybrid one (HDRB and Friction Sliders in parallel system). Analysis and comparisons of experimental data, show the influence of nonlinearities on structural higher modes amplification, especially observed by using the higher nonlinear Hybrid isolation system. Tests results confirm that, in the case of a regular superstructure, like the Rapolla building, the isolation system nonlinearities influence the structural response.

Nonlinear Dynamic Response Of HDRB And Hybrid HDRB - Friction Sliders Base Isolation Systems / Braga, Franco; Faggella, M; Gigliotti, Rosario; Laterza, M.. - In: BULLETIN OF EARTHQUAKE ENGINEERING. - ISSN 1570-761X. - 3:3(2005), pp. 333-353. [10.1007/s10518-005-1242-2]

Nonlinear Dynamic Response Of HDRB And Hybrid HDRB - Friction Sliders Base Isolation Systems

BRAGA, Franco;GIGLIOTTI, Rosario;
2005

Abstract

The isolation systems are usually made of rubber bearings that are sometimes coupled in hybrid combination with frictional devices; this is the case of an in-site experimental campaign, performed on a base isolated apartment building in Rapolla (south of Italy). Several dropout tests at initial displacements up to 17cm allowed to obtain in-site information on the true dynamic response of the isolation system (building and isolators). The tests carried out allow a comparison between the free vibration responses of a building, isolated by using a 28 HDRB isolation system only, or an HDRB-Friction Sliders Hybrid one. The paper highlights the main differences of the response in the superstructure (the structure over the isolation system) obtained by using only HDRB isolation system, or the Hybrid one (HDRB and Friction Sliders in parallel system). Analysis and comparisons of experimental data, show the influence of nonlinearities on structural higher modes amplification, especially observed by using the higher nonlinear Hybrid isolation system. Tests results confirm that, in the case of a regular superstructure, like the Rapolla building, the isolation system nonlinearities influence the structural response.
2005
Base isolation; Free vibrations; Friction sliders; HDRB; Nonlinearity effects; System identification
01 Pubblicazione su rivista::01a Articolo in rivista
Nonlinear Dynamic Response Of HDRB And Hybrid HDRB - Friction Sliders Base Isolation Systems / Braga, Franco; Faggella, M; Gigliotti, Rosario; Laterza, M.. - In: BULLETIN OF EARTHQUAKE ENGINEERING. - ISSN 1570-761X. - 3:3(2005), pp. 333-353. [10.1007/s10518-005-1242-2]
File allegati a questo prodotto
Non ci sono file associati a questo prodotto.

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11573/241140
 Attenzione

Attenzione! I dati visualizzati non sono stati sottoposti a validazione da parte dell'ateneo

Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 25
  • ???jsp.display-item.citation.isi??? 17
social impact