An Efficient Iterative Updating Method for Damped Structural Systems
نویسنده
چکیده
Model updating is an inverse eigenvalue problem which concerns the modification of an existing but inaccurate model with measured modal data. In this paper, an efficient gradient based iterative method for updating the mass, damping and stiffness matrices simultaneously using a few of complex measured modal data is developed. Convergence analysis indicates that the iterative solutions always converge to the unique minimum Frobenius norm symmetric solution of the model updating problem by choosing a special kind of initial matrices. Keywords—Model updating, iterative algorithm, damped structural system, optimal approximation.
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