Affiliation:
1. Civil and Environmental Engineering Department University of California Los Angeles California USA
2. Plasma and Reaction Flow Science Sandia National Laboratories Livermore California USA
Abstract
AbstractUnderstanding and accurately characterizing energy dissipation mechanisms in civil structures during earthquakes is an important element of seismic assessment and design. The most commonly used model is attributed to Rayleigh. This paper proposes a systematic approach to quantify the uncertainty associated with Rayleigh's damping model. Bayesian calibration with embedded model error is employed to treat the coefficients of the Rayleigh model as random variables using modal damping ratios. Through a numerical example, we illustrate how this approach works and how the calibrated model can address modeling uncertainty associated with the Rayleigh damping model.
Reference23 articles.
1. TacirogluE GhahariSF.Development of accurate damping models for nonlinear time history analysis.2019.
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