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Published on: May 18, 2015
Bayesian Finite Element Model Updating and Assessment of Cable-Stayed Bridges Using Wireless Sensor Data
Parisa Asadollahi1, Yong Huang2,3, Jian Li4
1Department of Civil, Environmental, and Architectural Engineering, The University of Kansas, Lawrence, KS 66049, USA. p014a939@ku.edu.
This study presents a Bayesian inference framework for updating finite element (FE) models of long-span cable-stayed bridges using wireless sensor network (WSN) data. The method improves model accuracy and prediction of modal properties by marginalizing error precisions.
Area of Science:
- Structural Engineering
- Computational Mechanics
- Bayesian Inference
Background:
- Finite element (FE) model updating is crucial for assessing the structural health of bridges.
- Long-term monitoring data from wireless sensor networks (WSNs) offer valuable insights but require robust analysis methods.
- Accurate quantification of uncertainty in FE models is essential for reliable structural predictions.
Purpose of the Study:
- To develop and validate a Bayesian inference framework for FE model updating of a long-span cable-stayed bridge.
- To improve the accuracy of modal property prediction and uncertainty quantification using long-term WSN data.
- To assess and compare different approaches for handling prediction-error precisions within the Bayesian framework.
Main Methods:
- A robust Bayesian inference method is proposed, incorporating marginalization of prediction-error precisions.
- The Transitional Markov Chain Monte Carlo (TMCMC) algorithm is employed for sampling posterior distributions.
- Bayes' Theorem is applied at the model class level for Bayesian model class assessment, implementing a Bayesian Ockham's razor.
Main Results:
- The proposed method, marginalizing prediction-error precisions, yields a more accurate FE model with robust uncertainty quantification and modal property prediction.
- The TMCMC sampler effectively characterized posterior distributions of structural parameters and assessed the plausibility of different model classes.
- The updated FE model demonstrated high accuracy in predicting the modal properties of the cable-stayed bridge using real-world monitoring data.
Conclusions:
- The developed Bayesian inference framework provides a robust approach for FE model updating of long-span bridges using WSN data.
- Marginalizing prediction-error precisions enhances the reliability and accuracy of structural model updating.
- The Bayesian model class assessment procedure effectively balances model fit and complexity, leading to accurate predictions of structural behavior.
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