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Prediction model for maximum shear displacement of pipe joints with preexisting defects based on finite element–multiple nonlinear regression method

Author(s): ORCID (School of Water Conservancy Engineering Zhengzhou University Zhengzhou China)
ORCID (School of Water Conservancy Engineering Zhengzhou University Zhengzhou China)
(School of Water Conservancy Engineering Zhengzhou University Zhengzhou China)
(School of Water Conservancy Engineering Zhengzhou University Zhengzhou China)
(School of Water Conservancy Engineering Zhengzhou University Zhengzhou China)
(School of Water Conservancy Engineering Zhengzhou University Zhengzhou China)
ORCID (School of Civil Engineering Sun Yat‐sen University Guangzhou China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 6, v. 22
Page(s): 3727-3745
DOI: 10.1002/suco.202100151
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: 10.1002/suco.202100151.
  • About this
    data sheet
  • Reference-ID
    10636229
  • Published on:
    30/11/2021
  • Last updated on:
    18/12/2021
 
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