Viscous dampers have widely proved their effectiveness in mitigating the effects of the seismic action upon building structures. In view of the large impact that use of such dissipative devices is already having and would most likely have soon in earthquake engineering applications, this paper presents a practical procedure for the seismic design of structures equipped with viscous dampers. The four-step procedure is evolved from the today’s knowledge of manufactured viscous dampers and aims at guiding the professional engineer from the choice of an appropriate target damping ratio to the final design technical specifications of non-linear commercially available viscous dampers. A numerical application of the procedure is then provided with reference to a two-storey precast reinforced-concrete shopping mall building. Noticing that precast concrete structures (commonly assembled at construction site) are not capable of transmitting bending moments at joints and show a relatively large flexibility with respect to lateral seismic loads, the use of added viscous dampers turns out to be strongly recommended (with respect to traditional lateral-resisting bracing systems) to keep, at the same time, inter-storey drifts within the limitations imposed by seismic codes, and actions in the dissipative braces, in the structural elements and at foundation level within acceptable levels.

Practical seismic design of structures equipped with viscous dampers: procedure and application / Ceccoli C.; Trombetti T.; Silvestri S.; Gasparini G.. - STAMPA. - (2007), pp. 1-30. (Intervento presentato al convegno Nota Tecnica n° 203 tenutosi a Bologna nel July 2007).

Practical seismic design of structures equipped with viscous dampers: procedure and application

CECCOLI, CLAUDIO;TROMBETTI, TOMASO;SILVESTRI, STEFANO;GASPARINI, GIADA
2007

Abstract

Viscous dampers have widely proved their effectiveness in mitigating the effects of the seismic action upon building structures. In view of the large impact that use of such dissipative devices is already having and would most likely have soon in earthquake engineering applications, this paper presents a practical procedure for the seismic design of structures equipped with viscous dampers. The four-step procedure is evolved from the today’s knowledge of manufactured viscous dampers and aims at guiding the professional engineer from the choice of an appropriate target damping ratio to the final design technical specifications of non-linear commercially available viscous dampers. A numerical application of the procedure is then provided with reference to a two-storey precast reinforced-concrete shopping mall building. Noticing that precast concrete structures (commonly assembled at construction site) are not capable of transmitting bending moments at joints and show a relatively large flexibility with respect to lateral seismic loads, the use of added viscous dampers turns out to be strongly recommended (with respect to traditional lateral-resisting bracing systems) to keep, at the same time, inter-storey drifts within the limitations imposed by seismic codes, and actions in the dissipative braces, in the structural elements and at foundation level within acceptable levels.
2007
Technical Report n° 203, Department DISTART, University of Bologna
1
30
Practical seismic design of structures equipped with viscous dampers: procedure and application / Ceccoli C.; Trombetti T.; Silvestri S.; Gasparini G.. - STAMPA. - (2007), pp. 1-30. (Intervento presentato al convegno Nota Tecnica n° 203 tenutosi a Bologna nel July 2007).
Ceccoli C.; Trombetti T.; Silvestri S.; Gasparini G.
File in questo prodotto:
Eventuali allegati, non sono esposti

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/11585/54109
 Attenzione

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

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