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A Novel Improved Dragonfly Algorithm-Based Structural Damage Identification Approach Using Flexibility Assurance Criterion and Trace Lasso

Author(s): ORCID (School of Transportation and Civil Engineering and Architecture, Foshan University, Foshan, P. R. China)
(School of Transportation and Civil Engineering and Architecture, Foshan University, Foshan, P. R. China)
(School of Transportation and Civil Engineering and Architecture, Foshan University, Foshan, P. R. China)
(School of Transportation and Civil Engineering and Architecture, Foshan University, Foshan, P. R. China)
ORCID (MOE Key Lab of Disaster Forecast and Control in Engineering, School of Mechanics and Construction Engineering Jinan University, Guangzhou, P. R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 13, v. 24
DOI: 10.1142/s021945542450144x
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1142/s021945542450144x.
  • About this
    data sheet
  • Reference-ID
    10744977
  • Published on:
    28/10/2023
  • Last updated on:
    31/08/2024
 
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