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Interpretable machine learning models for predicting probabilistic axial buckling strength of steel circular hollow section members considering discreteness of geometries and material

Author(s): (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China)
ORCID (Department of Architecture and Architectural Engineering, Kyoto University, Kyoto, Japan)
(State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering
DOI: 10.1177/13694332241289175
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: 10.1177/13694332241289175.
  • About this
    data sheet
  • Reference-ID
    10802109
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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