Abstract:A new method based on dynamic response sensitivity is proposed for the identification of local nonlinear system. The unknown local nonlinear hysteresis parameters are identified together with linear structural parameters. The sensitivities of structural dynamic response with respect to unknown parameters are derived. The identification equation is set up based on Taylor's first order approximation, and is solved with the damped least-squares method. A four-story shearing system with rubber isolation bearing of… Show more
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