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- W2121303463 abstract "A multi-response parameter estimation method, including an error function normalization procedure, is proposed to allow simultaneous estimation of stiffness and mass parameters for model updating. The initial finite element model (FEM) of the University of Cincinnati Infrastructure Institute (UCII) bridge deck was developed based on preliminary calculations using information gathered from available drawings. The unknown parameters were selected for the grid model based on the results of damage localization, and were successfully updated using structural parameter estimation methods. This paper presents both the updated structural stiffness and mass parameters of the grid model using a few subsets of static and dynamic non-destructive testing (NDT) measurements. The static and modal response from the updated model resulted in a closer match with the NDT data than the responses from the initial FEM of the bridge deck." @default.
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- W2121303463 date "2005-04-18" @default.
- W2121303463 modified "2023-09-23" @default.
- W2121303463 title "Bridge Deck Finite Element Model Updating Using Multi-Response NDT Data" @default.
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- W2121303463 doi "https://doi.org/10.1061/40753(171)5" @default.
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