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Modelling curved surface sliding bearings with bilinear constitutive law: effects on the response of seismically isolated buildings

Content Provider	Springer Nature Link
Author	Fagà, Ettore Ceresa, Paola Nascimbene, Roberto Moratti, Matteo Pavese, Alberto
Copyright Year	2015
Abstract	This research work is related to the evaluations of some modelling assumptions of the stick–slip phase of the Friction Pendulum™ System (FPS) on the seismic response of base-isolated buildings. Although several theoretical and experimental research findings show the complexity of the FPS nonlinear behaviour, the current international seismic design codes allow the designer to model the FPS nonlinear response using simple bilinear constitutive relationship in order to reduce the computational effort for modelling and performing the analyses. Therefore, the problem that has to be faced by practitioners and researchers is related to the way of modelling the stick–slip phase and the corresponding friction phenomena with a simple bilinear constitutive model. This research work has been encouraged by some experimental evidence and performed for investigating, through a large parametric study, the influence that many modelling assumptions may have on the global and local responses of buildings. The study has been carried out without claiming to be innovative but for being a valuable tool in the design practice and, mainly, in modelling the nonlinear response of the FPS with the bilinear simplification allowed by design codes.
Starting Page	2179
Ending Page	2196
Page Count	18
File Format	PDF
ISSN	13595997
Journal	Materials and Structures
Volume Number	49
Issue Number	6
e-ISSN	18716873
Language	English
Publisher	Springer Netherlands
Publisher Date	2015-06-03
Publisher Place	Dordrecht
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	Base isolation Friction Pendulum System (FPS) Friction coefficient Nonlinear time history analysis Seismic response of buildings Structural Mechanics Materials Science Theoretical and Applied Mechanics Operating Procedures, Materials Treatment Civil Engineering Building Materials
Content Type	Text
Resource Type	Article
Subject	Building and Construction Mechanics of Materials Materials Science Civil and Structural Engineering

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Effects of vertical excitation on the seismic performance of a seismically isolated bridge with sliding friction bearings

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Modelling curved surface sliding bearings with bilinear constitutive law: effects on the response of seismically isolated buildings

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