The first actual application to a demonstrative strategic building of a special base isolation/supplemental damping system, where fluid viscous spring-dampers are coupled to steel-Teflon sliders, is presented in this paper. The results of a testing campaign aimed at assessing the interference of the dissipative actions of the two component devices, as a final step of the research studies previously developed by the authors on this technology, are summed up. The design and performance evaluation analyses carried out on the building are then discussed. Highlights of the construction works and technical installation details are finally illustrated.

Analysis, testing, design and construction of a base isolated/supplementally damped building / S. Sorace; G. Terenzi. - ELETTRONICO. - (2008), pp. 11-0122-1-11-0122-8. ((Intervento presentato al convegno 14th World Conference on Earthquake Engineering tenutosi a Beijing, China nel October 12-17.

Analysis, testing, design and construction of a base isolated/supplementally damped building

TERENZI, GLORIA
2008

Abstract

The first actual application to a demonstrative strategic building of a special base isolation/supplemental damping system, where fluid viscous spring-dampers are coupled to steel-Teflon sliders, is presented in this paper. The results of a testing campaign aimed at assessing the interference of the dissipative actions of the two component devices, as a final step of the research studies previously developed by the authors on this technology, are summed up. The design and performance evaluation analyses carried out on the building are then discussed. Highlights of the construction works and technical installation details are finally illustrated.
Proceedings of 14th World Conference on Earthquake Engineering
14th World Conference on Earthquake Engineering
Beijing, China
October 12-17
S. Sorace; G. Terenzi
File in questo prodotto:
File Dimensione Formato  
Sorace_Terenzi_14WCEE_Paper_11-0122.pdf

accesso aperto

Tipologia: Versione finale referata (Postprint, Accepted manuscript)
Licenza: Open Access
Dimensione 336.41 kB
Formato Adobe PDF
336.41 kB Adobe PDF Visualizza/Apri

I documenti in FLORE 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/2158/362976
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus ND
  • ???jsp.display-item.citation.isi??? ND
social impact