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The Institute of Theoretical and Applied Mechanics
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Original version of the author's contribution as presented on USB, paper 3347.:
PDF
Identification of Instantaneous Stiffness and Modal Damping Ratio in a Reinforcement Concrete Bridge Column Subjected To Seismic Loads
Gaviria, Carlos
;
Montejo, Luis
An iterative unscented Kalman filter (UKF) combined with a piece-wise nonlinear model is proposed to estimate instantaneous stiffness and damping ratios during the respon [...]
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