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Probabilistic Updating of Structural Models for Damage Assessment Using Approximate Bayesian Computation.

Zhouquan Feng1,2, Yang Lin1, Wenzan Wang1

  • 1Key Laboratory of Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan University, Changsha 410082, China.

Sensors (Basel, Switzerland)
|June 10, 2020
PubMed
Summary
This summary is machine-generated.

A new probabilistic method, approximate Bayesian computation with subset simulation (ABC-SubSim), enhances structural damage assessment using modal data. This likelihood-free approach refines model parameters for more accurate structural health monitoring.

Keywords:
approximate Bayesian computationdamage detectionmodal parametermodel updatingsubset simulation

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Area of Science:

  • Structural Engineering
  • Computational Mechanics
  • Bayesian Inference

Background:

  • Accurate structural damage assessment is crucial for safety and maintenance.
  • Traditional model updating methods often rely on explicit likelihood functions, which can be computationally intensive or intractable.
  • Modal data (frequencies and mode shapes) are sensitive indicators of structural changes.

Purpose of the Study:

  • To propose a novel probabilistic approach for structural model updating using approximate Bayesian computation with subset simulation (ABC-SubSim).
  • To enhance the accuracy and efficiency of damage assessment in structures by leveraging modal data.
  • To address limitations of likelihood-based methods in Bayesian model updating.

Main Methods:

  • Development and application of a likelihood-free Bayesian approach (ABC-SubSim) for structural model updating.
  • Introduction of new stopping criteria for determining the tolerance level in ABC-SubSim.
  • Employment of a hybrid optimization scheme for refining model parameter estimation.
  • Adoption of an iterative approach to optimize weighting factors for modal frequency and shape residuals.

Main Results:

  • The proposed ABC-SubSim method effectively updates structural models using modal data.
  • Novel stopping criteria improve the robustness of the tolerance selection process.
  • Hybrid optimization and iterative weighting factor determination lead to more accurate parameter estimations.
  • Demonstrated effectiveness across three diverse structural examples.

Conclusions:

  • ABC-SubSim offers a powerful and flexible framework for structural model updating and damage assessment.
  • The introduced enhancements significantly improve the performance and applicability of the ABC-SubSim approach.
  • This method provides a robust alternative for structural health monitoring when likelihood functions are challenging to define.