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    Structural damage identification using improved Jaya algorithm based on sparse regularization and Bayesian inference

    91339.pdf (1.080Mb)
    Access Status
    Open access
    Authors
    Ding, Z.
    Li, Jun
    Hao, Hong
    Date
    2019
    Type
    Journal Article
    
    Metadata
    Show full item record
    Citation
    Ding, Z. and Li, J. and Hao, H. 2019. Structural damage identification using improved Jaya algorithm based on sparse regularization and Bayesian inference. Mechanical Systems and Signal Processing. 132: pp. 211-231.
    Source Title
    Mechanical Systems and Signal Processing
    DOI
    10.1016/j.ymssp.2019.06.029
    ISSN
    0888-3270
    Faculty
    Faculty of Science and Engineering
    School
    School of Civil and Mechanical Engineering
    Funding and Sponsorship
    http://purl.org/au-research/grants/arc/FL180100196
    URI
    http://hdl.handle.net/20.500.11937/91515
    Collection
    • Curtin Research Publications
    Abstract

    Structural damage identification can be considered as an optimization problem, by defining an appropriate objective function relevant to structural parameters to be identified with optimization techniques. This paper proposes a new heuristic algorithm, named improved Jaya (I-Jaya) algorithm, for structural damage identification with the modified objective function based on sparse regularization and Bayesian inference. To improve the global optimization capacity and robustness of the original Jaya algorithm, a clustering strategy is employed to replace solutions with low-quality objective values and a new updated equation is used for the best-so-far solution. The objective function that is sensitive and robust for effective and reliable damage identification is developed through sparse regularization and Bayesian inference and used for optimization analysis with the proposed I-Jaya algorithm. Benchmark tests are conducted to verify the improvement in the developed algorithm. Numerical studies on a truss structure and experimental validations on an experimental reinforced concrete bridge model are performed to verify the developed approach. A limited quantity of modal data, which is distinctively less than the number of unknown system parameters, are used for structural damage identification. Significant measurement noise effect and modelling errors are considered. Damage identification results demonstrate that the proposed method based on the I-Jaya algorithm and the modified objective function based on sparse regularization and Bayesian inference can provide accurate and reliable damage identification, indicating the proposed method is a promising approach for structural damage detection using data with significant uncertainties and limited measurement information.

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