A multi-objective identification method for structural model updating based on modal
residuals is presented. The method results in multiple Pareto optimal structural models
that are consistent with the experimentally measured modal data and the modal residuals
used to measure the discrepancies between the measured and model predicted modal
characteristics. These Pareto optimal models are due to uncertainties arising from model
and measurement errors. The relation between the multi-objective identification method
and the conventional single-objective weighted modal residuals method for model
updating is investigated. Using this relation, an optimally weighted modal residuals
method is also proposed to rationally select the most preferred model among the
alternative multiple Pareto optimal models for further use in structural model prediction
studies. Computational issues related to the reliable solution of the resulting multiobjective
and single optimization problems are addressed. The model updating methods
are compared and their effectiveness is demonstrated using experimental results obtained
from a three-story laboratory structure tested at a reference and a mass modified
configuration. The variability of the Pareto optimal models and their associated response
prediction variability are explored using two structural model classes, a simple 3-DOF
model class and a higher fidelity 546-DOF finite element model class. It is demonstrated
that the Pareto optimal structural models and the corresponding response and reliability
predictions may vary considerably, depending on the fidelity of the model class and the
size of measurement errors.
History
School
Architecture, Building and Civil Engineering
Citation
CHRISTODOULOU, K. ... et al, 2008. Structural model updating and prediction variability using Pareto optimal models. Computer Methods in Applied Mechanics and Engineering, 198 (1), pp. 138-149.
This is the author’s version of a work that was accepted for publication in the journal Computer Methods in Applied Mechanics and Engineering. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published at: http://dx.doi.org/10.1016/j.cma.2008.04.010