Our Research

Publications

Our work is in system identification, Bayesian methods, structural health monitoring, multi-fidelity modeling, model calibration and validation, and surrogate modeling. See all publications on Google Scholar.

Selecting and Identifying Hysteretic Models for Steel Damper Pairs Using Full-Scale Testing Data

Hysteresis is an intrinsic phenomenon for many nonlinear base isolators. Since numerous models with different strengths and weaknesses have been proposed to describe hysteresis, selecting the most appropriate model, a trade-off between model complexity and accuracy, becomes an important task. This study performs a comprehensive Bayesian model selection on restoring force-displacement data from two steel damper pairs utilized in a hybrid base-isolation system during full-scale shake table testing. To ensure a breadth of models are examined, six models are considered, including equivalent linear models, models from the Bouc–Wen family, and the recently proposed Vaiana–Rosati model. A nested sampling algorithm is used to calculate evidence values for each model under four different ground motions at two different levels of intensity. The results show that the Bouc–Wen family of models consistently yields the highest posterior model probabilities using both Bayesian model selection as well as other model selection criteria. Despite their added parameterizations, the degrading and the generalized Bouc–Wen models boast greater plausibility than the conventional Bouc–Wen model due to their ability to better capture the energy dissipation and asymmetrical hysteresis. Model preference is partially based on intensity, with more intense tests selecting the degrading Bouc–Wen model while lower intensity tests choose the generalized Bouc–Wen, but no clear threshold or delineation is found. Further, model preference is not found to be closely associated with a measure of dissipated hysteretic energy.

ASCE Journal of Engineering Mechanics, Volume 151, Issue 10, August 2025, 04025054

Hierarchical Bayesian calibration of Bouc–Wen hysteretic models with applications to seismic isolators

Harnessing the potential of base-isolation devices requires both experimental testing campaigns to observe their behavior as well as properly calibrated hysteretic models to predict their response for future hazards. However, calibrating a nonlinear hysteretic model based on a single experimental test might omit critical behaviors observed in other tests. This study performs hierarchical Bayesian calibrations for a series of bi-axial hysteretic models from the Bouc–Wen family that attempt to capture the restoring force behavior observed in two steel yielding damper pairs during a full-scale testing campaign at E-Defense. Critically, the hierarchical approaches incorporate data from numerous tests featuring different ground motions into calibration. Two different treatments of the prediction error variance are explored to cover both non-informative assumptions as well as probabilistic models for the error variance. The results demonstrate that the two different approaches yield fairly comparable measures of parametric uncertainty, e.g., posterior distributions, for a given device, but the different devices actually produce different degrees of uncertainty in the hysteretic shape parameters. Further, the impact of the two different approaches is minimal in terms of the prediction error variance for observed data, but the probabilistic model is much better suited to unobserved data. A joint calibration considering data from both devices also reveals that adding data from a second device does not necessarily result in a reduction in the overall uncertainty of model parameters or response predictions.

Mechanical Systems and Signal Processing, Volume 237, August 2025, 113021

Modal analysis of Doppler shift and strain time histories extracted from distributed fiber optic sensing data

While fiber optic sensing systems (FOSS) operate through a variety of technologies, optical frequency domain reflectometry (OFDR) has emerged as a means for distributed sensing, wherein a single fiber contains hundreds to thousands of sensing points along its length. Currently, most OFDR distributed sensing focuses on strain sensing; however, prior to deriving strain information, the changes in the carrier frequency of optical gratings can also be monitored. These changes in carrier frequency register as Doppler shifts, and this study explores treating these shifts like dynamic signals, e.g. time histories. Further, this study demonstrates that the Doppler shift time histories contain modal information distinct from strain measurements that can be similarly extracted through traditional modal analysis. Using experimental data from modal testing of a cantilevered plate, frequency-based modal identification is performed on both strain and Doppler shift time histories recovered from an OFDR-based distributed FOSS. The results reveal that Doppler shift time histories yield estimates of the slope mode shapes, as opposed to the strain mode shapes produced by the strain time histories, which can be used to recover displacement mode shapes through numerical integration. In addition, comparisons between the dynamic signals show that the Doppler shift time histories provide a greater number of identifiable modes with higher correlations to reference mode shapes than strain measurements.

Smart Materials and Structures, Volume 34, January 2025, 025026

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