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Finite element model updating in structural dynamics

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The second step is to determine which parts of the initial models are thought to have been modeled incorrectly.The third task is to formulate a function which has the parameters that are expected to be design variables, and which represents the distance between the measured data and the finite element model predicted data.This page is unavailable due to either geographic restrictions or other restrictions in place at this time.NOTE: other restrictions can be a result of our security platform detecting potential malicious activity. Taylor; MCEER-13-0004; 6/10/2013; 172 pages; To learn more about the NEESR Adaptive Structures Project, click here.

The characteristics of the distributions are changed in each step of the process depending on the results of the previous ones. Park; MCEER-09-0006; 7/12/2009; 406 pages; To learn more about IDARC and the Users Group, click here. Youd; MCEER-08-SP02; 4/14/2008; 0 pages; A summary of this report is provided. Please try again later as the restrictions may be lifted, or contact your service provider if the issue persists.A method is propounded in this paper to update finite element models in the field of structural dynamics.The method has been tested through a simulated dynamic model and an experimental case.