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- W2811341711 abstract "Single-degree-of-freedom constitutive relations aimed at modeling the mechanical response of seismic isolators, specifically lead-core bearing devices and elastomeric bearings, are discussed in this contribution. Two constitutive models are considered. For the lead-core bearings, a model that defines the relation between the shear displacement and the generated shear force is postulated. This model involves a hysteresis parameter the evolution of which is separately defined. The mechanical behavior of the elastomeric bearings I s modeled assuming a constitutive law that takes into account several interacting mechanisms including the mechanical damage accumulation. Numerical procedures are developed for both constitutive relations. These numerical procedures are to be implemented in detailed finite element models and accurate finite element analysis of base-isolated structures." @default.
- W2811341711 created "2018-07-10" @default.
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- W2811341711 date "2018-07-01" @default.
- W2811341711 modified "2023-09-26" @default.
- W2811341711 title "Single-Degree-of-Freedom Analytical Predictive Models for Seismic Isolators" @default.
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- W2811341711 doi "https://doi.org/10.1007/978-3-319-78187-7_14" @default.
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