This paper focuses on the study of the hysteretic behaviour of inelastic SDOF system equipped with viscous dampers aimed at obtaining a practical tool useful for the seismic design of building structures with added dampers, within the framework of the seismic design based on ductility. The objective is to evaluate the appropriate force reduction factor for higher damped (i.e. damping ratio greater than 5%) SDOF system able to guarantee a prescribed value of structural safety.

Force Reduction Factors for Building Structures Equipped with Added Viscous Dampers

SILVESTRI, STEFANO;LANDI, LUCA;GASPARINI, GIADA;PALERMO, MICHELE;TROMBETTI, TOMASO
2012

Abstract

This paper focuses on the study of the hysteretic behaviour of inelastic SDOF system equipped with viscous dampers aimed at obtaining a practical tool useful for the seismic design of building structures with added dampers, within the framework of the seismic design based on ductility. The objective is to evaluate the appropriate force reduction factor for higher damped (i.e. damping ratio greater than 5%) SDOF system able to guarantee a prescribed value of structural safety.
2012
PROCEEDINGS OF THE 15TH WORLD CONFERENCE ON EARTHQUAKE ENGINEERING
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10
S. Silvestri; L. Landi; G. Gasparini; M. Palermo; T. Trombetti
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11585/131503
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